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HomeMy WebLinkAboutNOASCANNED BY IMIAMI.MDADESt. Lucie County MIAMI•DADE MIAMI-DADE COUNTY E PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miam1dade.2ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HIi-710" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact', sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. riwnwauis courrrr NOA No. 17-0411.06 A Expiration Date: e: December 21, 2021 s1) Z.1 % Approval Date: August 31, 2017 Page 1 File C&PY PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal'o spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration TestingLaboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated .11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.13) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 .. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed.by Carlos S:.Rionda, P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) orge M. Plasencia, P.E. Pr�Act Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6'" Edition (2017), dated 03/31/17 and revised on'07/28/17 prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, ' Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014) and FBC- 6°h Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 1'1/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted underprevious NOA No. 16-0714.13) rge M. Plasencia, P.E. ProOct Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-08I5.09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window— L.M_I., approved on 09/01/16 and expiring on 12/21/21. orge M. Plasencia, P.E. Pduct Control Unit Supervisor 7 NOA No.17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 L6GNCttHL NUICA: JCKICS KK-/IU TIN YAUI KUKILUNIALKULLCKt•L/WI*CUANUINICUKALYINVVINUUVV IYPALT RnTNO DESIBNPPEssMEM71M 1. GLAZING OPTIONS: (SEE DETAILS ONSHEET2). LAROEa SMALL MsSRE VARIESPEROPnONS, A5/16- LAMI CONSISTING OF(2)LITES OF 1/8- ANNEALED GLASS WITH A.C90' PVB INTERLAYER IMPACTRESLSTANr SEewwa B. WIS' LAMI CONSISTING OF (1) LITE OF i/W ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A.W PV13 INTERLAYER C. 5116-LAMI CONSISTING OF (2) LITES OF IV HEAT STRENGTHENED GLASS WITH A.090' PVB WIERLAYER. D. 7/18' LAMI CONSISTING OF (2) LITES OF Will' ANNEALED GLASS WITH A.O90' F! G INTERLAYER E. 7/16' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16- HEAT STRENGTHENED GLASS WITH A.090-PVB INTERLAYER. F. 7116' LAM] CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH A XW PVB INTERLAYER G. 13/16' LAMI 10: (1) LITE OF W OR 3/18' ANNEALED (MIN.) GLASS, WIW OR 31W AIR SPACE AND WIV LAM] CONSISTING OF (2) UTES OF 1/e' ANNEALED GLASS WITH A.090' PVB INTERLAYER H. 1311W LAM] IG: (1) LITE OF 1B' OR SAW ANNEALED (MIN.) GLASS, SM6' OR 3/8' AIR SPACE AND WIV LAMI CONSISTING OF (1) LITE OF 11W ANNEALED GLASS AND (1) LITE OFI1W HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER - 1.13/1G LAMI IG: (1) LITE OF 1/8' OR XIW ANNEALED (MIN.) GLASS, WIV OR 3d6' AIR SPACE AND 511W LAMI CONSISTING OF(2)LTTES OF I/8' HEAT STRENGTHENED GLASS WITH A.097 FV13 INTERLAYER ' J. Iat18' LAMI IG: (1) LITE OF 10 OR 3/16' ANNEALED (MIN.) GLASS, WIS' OR 11W AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3MW ANNEALED GLASS WITH A.090- PVB INTERLAYER K 13116' LAMI IG: (1) LITE OFA18' OR SMV ANNEALED (MIN.) GLASS, 3/1V OR 1/4'AIR SPACE AND 71E LAMI CONSISTING OF (1) LITE OF WIT ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER L 13MV LAMI IG: (1) LITE OF 11W ORWIW ANNEALED (MIN.) GLASS, 3/16' OR 114' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/78' HEAT STRENGTHENED GLASS WITH A.09w FVB INTERLAYER 2. CONFIGURATIONS: Owl( XO, XOX . 3. DESIGN PRESSURES: (SEE TABLES, SHEET 8) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. ' C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 4. ANCHORAGE THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FORANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REWIRED. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET., 7. REFERENCES: TEST REPORTS FTL-4858, F 114MO AND FTL-5=. ELCO ULTRACON NOA'S ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL B. THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE ATEMPERED I.G. GLASS CAP. B07H THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. rmI c v Another Group Anehor7ype Frame Member Sublimate IdUm Edge Distance MIn.O.C. DIrdance Yin, Bnbadmontor Metal Thiotmam A 2, Steel SMS (Gf, (rdn. OT3 thread, beyond male! alIDetrMe All as Pine (SG- 0.) 9118' 7/8' 8081:115Alumlman 816' 9/18' 110- A33 Steel w Gr. 33 Steel Stud 316, 9/16' C.045 i6 e B 1I4' Eko UBmCDrA Jamb Hollow Bloch (ASTM 090 - 1.3/4" 8' ...1-tf4' All Concrete min. Z85 k91 1. 4' 13f4' All Swtherll Pine(SG -0. 1' - 1' I -To, 114' 41038 Eke QeleFka ® All Southern Pine SO e Mw 1' 1' 13,R' C 1/4'41093 Eko GeteFlea® '�nh Hdlwr Block ASTM C90 :.2-t17 8' 1-1/4' All Conemte (mirk 3.w kel 2'V7 1a'4' TABLE 2: Matoft MIn.Fr MIIIF. Suoal a Dow 120Ia1 El. UtmCon0 155kM 177W 41DSSElco CnRW 6 12TAb1 18B.7kal al,oxnA wm 18 wl 2z W]S}Te ANaNnlvn MIMI ww ANI Stool 30 kel 58 kol G..w Eted Stud 51kal a 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OFTHE LOWEST LETTER FORALL SUBSEQUENT TABLES IN THIS APPROVAL 2) FLATHEAD ANCHORS MUST BE#12 TRIMRT READ. e0DMJ5TMDAROSUSED: OM 17 FLORIDA BUILDING CODE (aM eM EDITION •2014 FLORIDA BUR -DWG CODED. WH EDITION •ABTM EI300,00 eANSVAN PAND5 1115 FOR WCCD WISiRUCTIDN *ALUMINUM DESIGN MANUALAD"IS •AL415100.12 •AtSC 900.10 NDA DRAWING MAP SHEET GENERAL NOTES ............. i GLAZING DETAILS ............ 2 ELEVATIONS ... -........... . 3 VERT. SECTIONS............ 4 HORIZ. SECTIONS .......... 4 CORNER DETAIL ............. 4 PARTS UST ....................... 6 EXTRUSIONS .................... 5 INSTALLATION. ...... _.... _.. 7 DESIGN PRESSURES ...... 8 ANCHOR QUANTITY ........ 911 PRODUCT REVISED m wm wltN qe FlaNdA Buildlna n NDa..Na a 17-0411.08 x O Omo O N +e 0 D K OIL� 1 �g —0i� 8S w O 0 O o g K � ~2 ONE Y N w rc Q z ,Fa � m ~ � » aa•a 1/2' NOM. SlIW LAMINATED GLASS 7/16- LAMINATED GLASS EXTERIOR INTERIOR* (ALL SECRONS) wim mslccA1/r NOM. FTYW WTrH DUCCA r `Q/"- —INr. aLAss cam/ —INr. KODISPACE SUPER 4SG TPS SPACER® NXT1N ALUM 50 rg Rom SHB'NrBUIYL 6V2•NOM. 1/2'NOM. DFSlC GLASS BITE GLASS BITE FOAMGLASS'I 11+4J 66,67,68,69.70,7172,73,74,75,76, t4NINaMFll IXi1�AT 611Bii1�fi ANI✓ENIDORIEAOBCPVe MIQiUYFA D<PPVB DRERIAYA INCANNEeLEOORHFA6IAMINAIFD MIB`DfltMMtePACE W DURASEAL® tAC0T91tTNWFALED00.TEMPFJiE0G1A18 SPACER tanrNDu 1aNrwv. 1311 V LAMI IG GLASS W/ 5118' LAMI 13116-LAW IG GLASS W/ 7/16' LAM[ rani a G C.6/18- LAMI . (l/W HS,.09P PVB.1/8- HS) D. 7/16' LAMI -(3tl W A.09T PVB, 3116-A) E-7/10 LAMI-(3H('A,A90-PVB,3/18'HS) F. 7118-LAMI-(3/16- HS,.090' PVB, 3116- HS) G.13/18'LAMI IS- 11W OR W16•A(MIN.). 5/16. OR 31W SPACE, 5/16- LAMI -(1/8%A,.090- PVB, 1/B'.A) H. 13118' LAW IG -1/6. OR 3116' A (MIN.), 5116- OR 31W SPACE, 8/16' LAMI - (1/e-A.69(r PVB,.1/B' HS) I. 13116' LAMI 10 -118' OR 3r16' A(MIN.), 5116' OR 3/6' SPACE, 6/16-LAMI -(1/B' HS,090' PVB, 11W HS) J. 13116' LAMI IG -1/8' OR 3/18' A (MIN.). 3110-OR IW SPACE, 7/16' LAMI-(3116-A,.09D' PVB, 3118• A) K WIS' LAMI IG -1/8' OR 3/18' A (MIN.), 3116` OR 1/4' SPACE, W16- LAM[ -(3H8' A,.090', 3/1(- HS) L 13116•LAMI 10. 1/6'OR 3116' A(MIN.), 3116' OR 114- SPACE ,7/16'LAMI -(3116- HS,.09(-, am. HS). FOR INSTALLATION IN THE HVHZABOVE 30 FT, GLASS TYPES G-L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR OUANi1N REMAIN UNCHANGED. 'PVB' = KURARAY TROSIFOL° PVB INTERLAYER 7 SEAL ROL4FOWED STANLESS ST[-$ EXT. GL SSA -I&,—DR.GLASS ea XL EDGE'" @SPACER Parts Dewdp0on Matodal 85 KWn=ffing4SOTPSSpa r6'y8terll 88 Ouanex super spacer nMwith Hot Melt Butyl See this Sheet br 07 Gmax Dumeal Spacer Materials 88 Celdlnel)a Edge Spacer LRlGIGY IC..,¢YU .r1wn,,.. a.'. PRODw FI. PRODUCT REVISED p g". AAa ouimina oe. HoA 17-0411.06 E�i.a o.t. 12/21/2021 oyS MI tm veutT: NawsNaEr 27 27 273/3' MAY DLO MAX.OL MAX. DLO � 646116' MAX. DLO FIXED MAX. DLO AX. DLO VENT VENT FD(ED D D a B B B PRODUCT REVISED B Wylnp wlln lM1e FIaMe NOA-Na. 17-0411.06 e.PuaOen Mw 12/21/2021 By mom un to X 0 X $ SN�EErT:Noa+.wDES Txis 67 3/6' MAX OLD ALL FD(ED LTTES b7 110° MAX. WIDTH I.F. FRAME �i , I� aM8' MAX WIDTH I.F. FRAME —�I 111-MAX WIDTH FLANGE FRAME I 1�---a6 7H6- MAX WIDTH FLANGE FRAME —may DETAIL B - XOX (114-1/2-1/4) DETAIL C - XOX (1/3-1/3-113) NOTE: 336/1W MAX 33 RHS'MAX 1. SEESHEET 4 FOR VERTICALANOHORIZONTAL SECTION DETAILS. DLO FD(ED D DLOVENT ' SEALANT ORG/SKET FLANGE AT HEAD AND SILL I A FRAME ALL 15 D CONFIG. MAX. DLO ALL _I--1 4311h FRAME VENTS 62\J ' MAX 1 O I / I.F. FALL RAME _ I I 13 FLANGE FRAME �p TE 73° MNL WIDTH I.F. FRAME ' S r 74'MAX. WIDTH FLANGE FRAME VIEW D-D ";',/gNALV (FRAME CORNER CONSTRUCTION) ""I"". DETAIL A - OX OR XO A.LYNNNII.EB,PE PFJ5Bi05 i � ��N l i��� Ill i +1 .. IILGlIj 0 I ® MR Hill •' PRODUCT REVISED 0mp rti wm m. mm, 01M, '0h o. 17-0411.06 i YlYft: ND OLWGFSTN6 &NEEf. EMERIOR INTERIORW7 Fg 10 SECTION C-0 42 SILL HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION; I.F FRAME) .(VERTICAL SECTION, I.F. FRAME) OPE PFJ®i�5 MM -_DW(WW DFSCRIPMN MAIL PGBI 1 41@ I A IFLILNWFRAMEBEkD 6063.T6 AL 612M 2 4MS I ISASH STOP (SID.) (ANTII1Ff 6063-TSAL 6122A4 3 1 19SX3APILPANHEAD 7834AA 4 4053 1 ISASH STOP 0()MR ASH STD 6063-TSAL - 6 4136 1 IFIANGEFRAMEEML 6063-TEAL 64136 7 4137 1 ISULADAPTOP. 6063--T'6AL 64137 8 413I 1 ROLLPRTRACC 6063-TEAL 64131 ' 10 712991 WEEPHOIECDVHI POLYPROP. 71298 12 1626 1 ADI[MVEOPENCILFGAMPAD 7PAD1626 13 4002 1 A FLAN CEFRAMEIAMB 6063-T'6AL 6177L5 14 4134 GASTOIfF0RMAINFRAMESBLJ0lNT ffgXIMDQUADPN.SMS 74134W/% 15 1155 78 16 4110 1 G SCEWADAPIDR 6063-TSAL 641100 17 4054 I B F3XEDMMIIMGRAIL 6063HD-TEAL 64054A 19 4066 1 WSTP.187X230 FIN REAL 640660 21 4105 1 SASHTGP&BGITTDARAI. 6063-T'SAL 612240 22 1693 1 lWSIRdSOX270RAMIFINSHAL 616M 23 225-1 ROLNRRHOUSING&GUIDE 42112RD 24 226 1 IBRASSROILERWHMS BRASS 713RWH12 29 41M I 1110R]ZCMALROUERSAMITOPUME POLYPROP. 441M 32 4006 I D ISASHMEHIINGRAM 609H3-TEAL 64006 33 1235 I lWSTP-170X2MBACrFINSEAL 67SI6G 35 1096 1 ISWEEPIATCH DISCAST 71096 - 36 1016 1 INSXM5PH.FLMS 78511' 37 41261 ISASEISIDERAIL 6061-T5AL 64M 38 1693 1 IWSTP.250X270HAMFINSHAL 61683E 39 7070 1 IBM WEITT@RSIFIP.187X 275 67070K. 40 1 lUFTRAILCOVERCAP 740MC LORR 41 4139 1 JIF.FRAMEMAD 606346AL 6039 42 4140 1 1I.F.FRAMESE.L 606346AL 64140 43 4141 1 ILF.FRAhSJAMB 6063-T6AL 64141 50 1 IaAZNGSMlCONFDOW 791 S99 995 ORG87700 51 1724 I IVDMaAZlNGBEADBMClMM6TP247W 52 1225 I IVRMMA23NGBEAl)HMMM6TP248K 53 4M9 I B GIAZINGBEAD-116" 6063-75 AL 64M 54 4044 1 B GrAZINGBFAD-116" WIMMIOT M63-TSAL 644703 55 4272 1 A UAZINGBEAD-7116' 6063-TS AL 64272 56 985 1 C ICIAZINGBEAD.7116" W/(i@Lffif 6D63-75 AL IN8T 59 4067 GIAZWOBFAD-13/I6' 6063-75AL 64067 60 CZASS 5/I0 IABE 8' A .070PVB, US' A 61 5116' IAN9 V8' A .090 EVA 1/8° 62 5/16"IAMI 8" .090 PM V8' FM 63 7/16'I.AMI 16"A.09OP 3116"A 64 7/I6' IAMI 16' A .09D 3/16" 65 7/16'LAMI l6' .090PVB 3/16" Imm WIN DESCIUFMN MAIL I PGB'4 66 GIASS 13/16'IAMIG-Ve'A . 3/rAMSPA 116'LAbR LVA A90PVB. IWA 67 1116'L4MIIGV$'AOW. 18"AIRSPA SIIFLfMI 'A.WO LWBS 68 43116" IAM11r IIWA IN..3/8'AIRSPACE, 5116"LAMI 8° .090 WHS 69 13116' LAMIIG3/16"A XIM.1 LI6' AIRSPACE, 116" LAM V8"A,.090FVB, YrA 70. '- 13/16' IAMIIG116"A 116' AIRL SPACE, 116' LAAU Gin..090PVB, WES 71 13/16"IAMIiG3/16'A WKI 116'AIISPA 119'LAMI GXM.WDPVJk I1r 72 1116' LLMIIGI/8"A WENJ 1/4" AIRSPA 7/16' LAW MWA, .090 PVA 3/16'A 73 D/IC LUM&I A (MINJ Ile AIRSPA 7116' LAMI Mt7t, 090 3/16' 74 LVIVEAMIIGV8"A MW,114"AIR SPAM 7/16'IAMI ICES.090 M 3/I6° 75 13/16'IAMIIG3/16'A @Mj 116'AIRSPA 7/I6'1ANn EA.090 3/1EA 76 13116-LA39IG3/I6'A 0.flN.j NIS'AIR SPA 7/16'IAMI 6'A.090 3116' 77 13/16'LAW IG3/l6'A 3116'AIR SPACE, 7/16'IAMI 16' .090 M L36" 90 1014 SCMFRAMe M &VE. 31MR14AL 91 1630 SCREEN ODRNEIXIYWBIIN4s POLYPROP. 92 1631 SCREEN CDRNFAREYW/OOPRINS POLYPROP. S3 1073 SCREEN SPRING STSI. 94 1624 SCREEN SPLINE-335 DLA.FOAM PM PVC 95 1635 SCREEISPI2NE-.135DIA.BARD E.1 PVC 96 SCREEN . CLOTH . 2710 ---�{ 2624 _, 41 I.F. FRAME HEAD 94139.6063-76 2.781 062 j ^ 1.988 43 I.F. FRAME JAMB #4141, 6063-TO 42 I.F. FRAME SILL #4140.6063-TS PRODUCT REVISED ....PWing wIM N. Fler14a xoa-xo.CCooEE. 17-0411.06 GPlmtlon Cat. 12212021 3R417:OUMiE0O N0 6g1CONE .DB2 1.F 1-2.71D--y : I. O FLANGE FRAME HEAD 04102A. 6063-T6 LC4---.062 .490 OSASH STOP 94025, 608&TS 062 ��I .34By 21 SASH TOP &BOTTOM RAIL 04105, 0063-T5 -678 O50 1.096T 54 GLAZING BEAD, 5/16" #4044B, BOB345 (USED W/ GRILL KRj F--771G----4 O FLANGE FRAME SILL S4130,6063-T6 L °62 A37 T— 1.48 O HORIZ. ROLLER TRACK 94131.6083-T6 78 _7: Ipi7 . 32 SASH MTG. RAIL #4008D,6083H&T6 05� [.678 1.096-(--LLL��..-{LLL��... T 55 GLAZING BEADI7/16" #4222A, 6063.T5 .0 I 3.90 738 IF��'7•�43-'�II� O FRAME SILL ADAPTER #4137, 606&T6 �JII.062 —1 1-1.403 17 FIXED MEETING RAIL #405413.6063HDaT6: ' 2t64Q4 1. 37 SASH SIDE RAIL. #4126,6063•T5 OSO 7 O GLAZING BEAD, 7/16" #MC, 606&T5 (USED W/ GRILL K1T) O SASH STOP COVER #4053, 609&T5 f-"--2784----{ ' 62�2 13 FLANGE FRAME JAMB #4002A. 806&T8 050 678 1.096 O -T GLAZING BEA 5116" #40398,6083-TS I @ .683 �1 i 1.097 59 GLAZING BEAD, 13/16" #4067. B06bT5 PRODUCT REVISED v comDinpEgwJth the N.M. ME, CaEo No". 17-0411.06 0 P"U.. Pero 12121/2021 ey mi.m uct srzalr.xOaaxDEsms SHEET. > x wa o a� C1 0 y' N toO 6 °z LL m =W� R � n F2 E tl w O� m Z € Rc 3 pR O 2 � {qC m n IJ = u � SEE AN HORTABLE,SHEETI SEE ANC14OR 1 SEEANCHOR NOTE 1 1 a K, NOTES: TABLE, SHEETI •.--.� TABLE, SHEET NOTEi 1 IK ':. SEE ANCHOR MIN. 1. WHOSE ETOTAL DEPICTEDTHICKNESS IN THE LESSECTIONS THAN ION THIS PAGE C S ARE BUCKS .'. TABLE,SHEETI WHOSE TOTALTHICKNE531S LESS THAN 112'. 1x WOOD BUCKS ARE OPTIONAL IF 1x WOOD ''•• UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCK3 BUCK DEPICTED AS 2cARE 110 THICK OR GREATER INSTALLATION TO THE SUBSTRATE NOTE 1 OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY RAVING JURISDICTION. PRODUCT REVISED 11/4 "" ':.1� (�K�. • prying wltN Na Plerlda JMAX ......II '2. FOR ATTACHMENT TO METAL- THE METAL STRUCTURAL MEMBER SHALL BE OFA oummne Coco SHIM SHIM SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME SIMILARTO THAT SHOWN NOA-Nw 17.0411.06 IN THESE DETAILS FOR 2x WOOD BUCKS. erplmtlen g.t. 12/21/2021 SEE ANCHOR SEE ANCHOR TABLE, SHEET 1 DETAIL A TABLE, SHEET 1 DETAIL B 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO gy CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF r�.m o ct nmot TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE 32111T: REVISED NOTES TO 4.0.131'DIA.MIN. X 212'NAIL AT CORNERS AND O.C. TYPICAL DETAILS G, H S LmerR.Y111rx Nev 7 /4' NICHOMGEAOtx:O NOTE 4. SHIM ��II+1 'Ja' i/4'MAX SHIM Imo— SEEANCHOR 4 MAX I I MIN. I I TABLE, SHEET INTERIOR 4 x (JAMB DETAILS E. F 6 I) EXTERIOR 2-12 MIN. EMBEDMENT w •a O • j-L n .a IL IL SEEANCHOR SEEANCHOR RIO a CE i w TABLE, SHEET 1 TABLE, SHEET i ' • EXTERIOR INTEOR Z SEEANCHOR' SEE ANCHOR (HEAS S SILL DETAILS A. B, C. D, 6 S H) TABLE. SHEET 1J' .� •TABLE. SHEET Y I z .t $� 2x WOOD BUCK NOTE I— ' 1x WOOD BUCK NOTE 1� DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEEANCHOR - - SEEANCHOR' TABLE, SHEET 1-\ n n , I - -. n % TABLE. SHEET t SEE ANCHOR TABLE, SHEET 1 1/ tAp I] SHIM IHIM i 1SEEANCHOR w TABLE,SHEET7 MIN. SEE NOTE 2x WOOD ' SEE ANCHOR TABLE, SHEET t DETAIL C BUCK, DETAIL D 2-12' MIN. EMBED NOTE 1 DETAIL H (HEAD) e/a• MN. EDGE DETAIL I (JAMB) TABLE 8: TABLE 6: TABLE 7: GLASS TYPES: A. 5M6•LAW -(10&.090' PVB, IIe' A) S.5/16'LAMI-(118'A,.O90' PVB, 11W HS) 0.6, F. J. C. 5/18'LAM]-(1!9'HS,.OBO'PVB, 1/8•HS) . D. 7116' LAM] -(3118' 0. 080' PVB, &18• A) .7s2/-]5.0 E.7116. LAM I-(SH6' A,.09W PVB, T10' HS) +TSD/J5M F. 7116- LAMI - (3116- HS,.090' PVS, 3116' HS) .Taol•TS.o G. 13116'LAMI IG-11W OR 3116-A(MIN.), 6116. OR 318' N of-75.0 SPACE, 6/16'LAMI-(IAr A,.09WPVB. 1/8'A) Na01-Ts.a H. 13/16'LAMIIG-1/6.OR 3/1B'A MIN.), 6116'OR 3/6' .75A/45.0 ( +7AalJa.O SPACE, 5116'WA-(1/8' A.090' PVB, 1/8' HS) +]aa/JS.a I. 13I1G LAMIIG•1l8'OR3N6'A (MIN.), 5/18'OR 3/8' +TO.aI JSA SPACE, 5116'LAMI-(1/9- HS,.O90'PVB, 1/8' HS) .M.0145.a J. 13116•LAMI IG-1/8'OR 3116'A(MOJJ, 3N8'OR 1I4' .ma/J5.0 SPACE, 7118- LAMI - (3116- AA90' PVB, 3/16' A) +Tao X. 13116-LAMIIG-1/6'OR3116-A(MIN.),S/16'OR t/4' 075.01-75.0 SPACE,7116-LAMI-(3116•A,.O90' PVB, 3119-HSI +mo/J6A L 19/16'LAMIIG-1/e'OR 311B'A(MINJ.3/16'ORt)4' aaolJeA SPACE,7N6-LAMI-(3116- HS,.OBO'PVB, 3/I8'HS ♦7SDLn0 ) +7To4SU Raol Je.o 1a01J5.0 .vao •mA .7501•n.0 •)SOIJB.O � •mot JSD +nol-m.0 +Moi-mo •ma!-75a QSOI-m0 .75Af-0l +m01-75.0 +M/M.o .i6.01J6.0 .m0/-mo +n0IJ6.0 .7a01Ja0 .n0 -710 +n.01•m0 +n0 -5. +nof-m0 en0/J5.0 oul; 5.0 HflOI.76.0 anal->5.0 .Mal-n.a .m0/-75.0 NSOI-n0 Mai -MA +71a/-n0 NOTES +TSA/J5A •Taal -no 1) FORWINDOWSIZES NOTSHOWN,GOTO NEXTLARGER .nai-T60 WINDOW IN TABLE .molJ5.0 +n01-75.o2)OVERALL FLANGE DIMINSIONS SHOWN. FOR FlN.65z +Ta0ra5.0 WINDOWS, SUBTRACT I- FROM TABLE SIZE DIMENSIONS. •1a01•n0' +n.o/J6.o 3 FOR INSTALLATION IN THE HVHZABOVE 30 Fir, ) gaol.76.R TYPES O-LSHALL HAVE ATEMPERFD I.G. GLASS CAP. .r6.o •n.o BOTH THE DP AND ANCHOR QUANTITY REMAIN giol-m.D •raD1•IS.D UNCHANGED. +TaA/afi.D .Tflo/JSA 4)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2, Maximum Dmign Premms, DP(Ps0 XOArOX Maximum Dedon Preebure, XOX,113.117.118 OP(Pb7) Maximum Dm]9n Prmwm, XOX,114-1/1-114 DP(ps0 Dena Po6N O.m.l H.IVN Cue type OwnR Wax 01m1 H09M am.e TO C,O,RI Tim gEF�J.KL a»„al W� Or am Tip. A.e.gN 0.E. FAJ.KL Ae qH qI ze• m• .eo.D • .o 14s.o e sD• w o .01l O +6o.of-0O.o +W.0I-0A .750/46.a •76,ou6o .75.0145.0 bve• IB• U116' av TY eY .e 01u 1 .60.01400 ea .ofdD.o .7S0f-n.0 77 001AS0 ;M 0I 6.0 aP +W.0I400 .Wo/b.o .ea01ffi0 +7&0f4S0 +75.01-7S0 45.01 710 es• +WA/ffi0 .WA/ffi0 +b'J.D/ffia +iSO!-TSO +75.01-TSO •]e.a/JSO {' BS IO PRODUCT REVISED . pl N MNthe Fletlba BOl"- 17-0411.06 0min0en DOIv 12/2I2021 sy .ea0/ffi0 +60.01ffiV +eaolffio . Jffi0 +W01ffi0 +6ao!ffio -wafffi0 •7fl0Fm0 +)5.at ?&a +".0145.0 eY 7r U• 1W II1' Ha01ffi0 +TSOIJ11 .76.01.7" +mol JSo bins• sr ae' •710J•TS.O .nOl JaA Ir 5s• .m.o/ffia +]s.Or4s.o 4b• ea.t/a• +Taa/-na .7a01 Jflo S1IW .sv.o/ffi0 .7s.a1-m0 6LYP eP - +0ao1ffi0 +boo/-0o0 .eoA/daD .baa/AO.o .6a01 d¢0 NSOI JSa +m01 aaO +m01 J6.0 T4• eY .eao/mD .bao/.mo .e0.01-0..0 .71014&0 waol46A •mAl-76A ea• ea• +bo.bo +snD/ffio .eaD/ffio .Tsa/Jao .TSO/-15.0 .nol Js.D TY p av a aT 159W Ios I +eaA ffiD .m0/mA .ea.alffio HaalAo +710 1.75A .mol-mo eY n• 7I• +sno/moo .eau/ffi0 a !y a74/17.Up TEDTAme 4 .b0/ffi0 H6.o/J6A gaol •7aO •n.Ol Jflo bans .aao/do.o .WA1m.o Sr u• 511R• ss3 .75.0I45.0 •mol-mo K 06a1C +60.01ffi0 +75A1-MO Mofffio .mo1ffio gJ.afaa0 .Te.o/JS.o +7101aao .no/-ro,D 6iIlT eMtrb' eo• 'aaoil .6a I-00.a +600/ffi0. H6.0/•T6,0 .75.01-76.0 +mat-710 w . iO u +WAIffi0 .WA/ffi0 .76.0145.0 BO• m• •Taal 5.0 +n01Ja0 aC 74' a' .8a0!ffi0 .b01,bA .75.0145.0 +m0145A 71' .a0.0 d00 47760145.0 'bo180.0 + 01d0.0 .60.0/da.0 • 1 1a5.a +7a0 .76.0 +n01.75.0 N• eY 106.116 10Y 111• beaN• .m1o/daa .eao/d 0 7V .mo/Jfl0 +n.0 J6.0 66T/I6' r60.0rd0.0 .76.0/-76A 3 O >m 0n 0 = S ()' oe aUuFee20 ;I O 0 2 � O N 30 m0 i '17 ag .ea01do0 .50.Olffi0 Sr IE' .75.D/45.0 1450/-n0 4S .6MD .75A1i5.0 ar •BQOIffi0 .mAlffi0 040.0 .eo01-00.0 •79.0/->5.0 +7S0/43.0 .m.0/�m.0 I 61116• 4C S1UB' .6001ffia •m.Ulffi0 .W.OI-00.0 +75.af45.D •75a1J6.0 .]bAI JS-0 @ m I.. OT d OJ K }.. 2 «Q w b�. K .rAa ffi0 .m.o/-00.0 +b0/-00.a .TSOIJSA +TS01 Jao •n.OIJa.O eC W 6C •eo0/ffi0 +WD/ffi0 •60.01d01 •7101-75.0 +7SOIJ5.0 +n0145.0 7V +EaO!ffio +60.0/ffiA 7Y �. .W.O!ffia .]s.0/J6.0 .TS01-15.0 •noi J5.0 6Y S 14• .g0.0/ffi0 4W0Iffi0 .8a01ffi0 . 1ffi .80.0/-00.0 .m01 J5.o +m01-T6.o .n0/JSA b711C Ia601S 1oB• IIt• 01' M• 611IR' 606R' •n01Js.0 +TiO/JSO IS 60 •JP •80.01ffi0 HSA 145A +tlL01-0a0 . 0140.0 + .0140.0 +M0145.0 •1501.79.0 +n0l J5D 6 17W .6D01ffi0 a6a0 ffi0 + 1ffi0 .ea01ffiD It m = (� W O ,A .1.3, +m0/450 •]SAIJ0.0 +mail eP •'" LLm .6ao1-00.0 •Ta0/46 +TSU/45.0 75Al Jea W M-W m. M0.a/ffi0 .b01ffi0 •m.0f-00.0 •n0/J6.a +7SC/Ja.nOf +T6A TV 11• +m01ffi0 .b0tJ o TS 77 +7fl01 JS0 +l6A1 J6.0 eY +60.o/-0O.o +76.0/J6.0-TV µ 7eoa1ffi0 .6a0/d0A ®pi .m.01-0.o .75.014.0 em.0/.TSO n0/D 660 M M. sr IT 6bV0' 64' NSo1Ja J Y w+00.01do.0 01-0,0 +TS.OfJ5.0 95• 10641C t06' 111• W51Y .ba0Id0.0 .ea0/d0A .iS0145.0 +110IJa0 6&110' .bao 1d0.0 +) A/J6.0 .Xto/ffio •5a01-00.0 2 +m.0/-00.0 ♦)5.0145.0 +710/45.0 +n01-TSO .emot.m.0 M0.01d0A ep e0' +76.0/45.0 •n01-n0 e0' 773.0/45.0 K 0/d0,0 •6o0Id0A .76.0145.0 "not -no TY .ea0/d0.0 .I5.0/Jao SYVe• �, wo0140.0 +6a01-00.0 n' 74'1 .7a.01J10 +iS01 JSO eY +60.0/d0.0 +I6.a/J6.0 eP •aa0/ffi0 +5a01-0OA +W0140.0 H5.01 -15.0 .75.01J6.0 1 /J5.0 6BJl d TY .6aD1ffi0 Wa01ffi0 Ka0l fAA +m01-0OA O n Sr 4£ 50116• BP em.0I J0.0 45.0 40' eP +W.OI-00.0 +m.0/JOA N• .75.0146.0 460 61If6• +90.01d0.0 +n0/JS.a ..�• . QW4(1O .6a0/-0o0 .75,0145.0 4a0 60' •60.0/ffi0 NS01J X t00.Yd .BaG/-00.0 .6aO la• 66' .75A1J60-no eQ .W.Oiaao +SO SD tOB' +6a -00.a +8a0/ffiD NIS/J12 J6O TI• .C1OIffi0 +7eal•mA It1• _ •55A1d0A b 0/-00.0 +®.0li o •m01-76.0 w •� .6a0/-00A .ea0/-000 • lliA0A -7a0 9Y 1Y 7Y 41puu11/q �•`�ONY LYN�1�' �` t••UO.O/Sp :i *_ Z*? lla ap705TY '0: z �Ai 81 J}/•�� -�..AA'• 6ATB 'gyp•'• 'SS•.......... ONAL wLV1l�4i��ILce Fzs WTm .60.0/da0 +8a01ffi0 +b0/ffi.0 •mOfJ5A by + I/db.I l-7G0 1.7&017&0 B1AI6' ar ff be• .7flo1-}6A Ja0 4C eT +b01ffio •ma/JsA .r• +sov/-0aD SeP Wi�M501:OA .isoiaU T60 4wo/m0 •iTQOino /tee' •6aBle0.e +00.0IA.0 60• fic +n01J -T5.0 w .eaal.mA +T5.0!•i5A 10e5/6• .a52/6a0 KO.old0.0 +7o.21aaz -Tao 7r .6a0I-000.Taa/- 0 tm' +61A154A MC.0140A d12 -75 or• •eav/M +mo146A 111- +s a +md0.0 .WAIdSA J5.0 bins' .5o01 d0.0 +n0/JSO 641T W, +e0A/6Ja .W.O/�A FOR ANCHORAGE SEE SHEET B. FOR ANCHORAGE SEE SHEET IO. 6v TY +eaDl do.o +W.v/•W.v .eaof-06.a .ea0r-0o.o e1• oe Io6ae• tm' 1 i• .enol m0 .ba01 -00.0 sea6az .aaa/m.o +sza/W.s .eao/.b.0 +bLTIdfA aao/da.D +soAlffie •ea0/da.o FORANCHORAGE SEE SHEET IV AndwQu ntl504XO"CX wMr84uTyp=A, B, 6,13, H 8I 0+ae1 wm BuiuB R.W Axwe Wetl4S0 PA 3» I A3Uorr Xm141a1 B I AuMBG 11®d 491 VG JBW ST 'I+C.t•1 3 1+r2N 2 1 I 1 2 as 1+Q.1 2 t+12+1 2 1+12.1 z 1+Q•1 2 1+ .1 2 1 H6I 2 eP 1+ 1 2 1. 1 2 1 1.12.1 2 ,8 IT ]f 1+Q+1 2 1M2+1 2 1 HCNt 2 2 2 2 1M 0 3 1 1+12.1 2 2+12+2 2 H .i 2 1 f.12.1 2 3r 8 1+ 1 2 1.Ct0 2 1 1.1211 2 aB' 91lf I+Q+i 2 11tl .1 z 1 H12.1 2 HQ'H 2 1+Q+1'" 2 1 1. 1 2 ®' i+ +l 2 tM, 2 1 1. 1 2 f.Q•t 2 '1+12-1. a H 1 a )T )f 2+Q+3 2 1.Q+1 2 1K 1 2 SM2+2 2 1.Q.1 2 1 1 2 3r 2 f+a.t l 2 s.cMl 2 2 1.1 +1. 2 1+(SH 2 2 h 2 h f a b 2 i.Q•1 2 1 1 z 2 HQ.1 2 1. 1 2 2 Hr2.1 2 •Q•1 2 2 1+Q+1 2 1 Q 1 2 3T l9` 1•Q.t 3 h(2.1 3 H t 9 aS 5311A 9•Q+1 3 1eQ.1 9 1+CH1 3 I+Ct+t 3 NI2+1 3 1K 1 3 aR 1YT HQ.! 3 1K2+1 3 H12+1 3 H 3 1+Q.1 3 3.CJ•1 3 R ]f z 3 'i+LZN 9 3;61 3 bM2 3 1MSN 3 4@ 3 Y a053' 11 1+Q+1 3 '.12 1 3 H I 3 is 53vf 1 1 3 1.Ci.1 3 1+CH1 3 HQ+1 3 hQ.1 3 1.C2.1 9 BV HQN 3 'I•Q•1 a H12N 3 90' Tz H 3 1.1 3 1+12H 3 2 3 1+1211 3 1. 2 3 0.2 I sr sl' 1MJ+1 3 1+Q+T 3 1 1.12H 3 If 63vf . KZH 3 1•¢.1 3 1'+¢ l 3' 1.12H 3 1+I2.1 3 1. 1 3 ear HG1.I 3 f.t2.1 s a.12'.t a of T! Tf .I.p+1 3 t+Q•1 3 1•1 .1 3 2.OH2 3 1M2.1 a 1 C 3 S 2 3 1+12+1 3 /R2+1 3 3r BQ 1+ 1 3 '1-12.1 3 1+f I 3 aB' HC3+1 3 1+12+1 a 712+1 3 va 0R OS h U. j 3 'IK2.1 a H12.1 3 f l 9 1+CHl 3 HQ a TS 10 2 NGH2 3 1+ 9 O l 3 2H3+3 3 1 1 3 i•f1.1 f l 3 3r 3r 39• HQ•1 3 hQ+f ml 3 I 9.f2.1 3 aS eavf 1+I.TM ] 1.Q+t 9 h12+1 3 h©N 3 HQ.1 3 HC1.1 3 N' 11C.1. 3 i+¢+f 9 I+Q+1 3 ea hG1.1 9 HQ.1 9 HQ.1 3 la• NGH2 ] 1.0.1 3 R2.1 3 ---_ Mchnr Ou,nlBlu,XD erOX w1,1 Ohaa Types D, E, F,J,KB L OneH VAtl„ rye,a3 W0H Aid":.PA Hrela60 Jme AMV(aapB Hetlati6 Amy MMC•wpe. Xwda60 Jm16 ar iC 1+ 1 2 1 1.M+1 z 1+ 0 2 14• 3312 1+C2+1 2 1. 2 1+ N 2 1.Oh1 2 1. 1 2 I.12.1 a SY 1. 1 2 1. 1 2 1K l 2 M 7f h 2 1.CN1 2 1.02.1 2 2+0V2 2 1.G.1 2 1+ 1 a x.Q.a 1 H6x.l 2 1+02N 2 ]r w 1.C2.t T 1.C2.1 2 1.Q.1 2 of a1Iw 1+G.1 2 1. 2 l 2 1. 1 2 IH2+1 2 i.M.t 2 1� 1. 2 m' a6• 1H 0 2 tanHt x 1+ .t 2 1. .1 x 1< 1 2 1 .f a rl: )f .S I.CHt - T f+CY+I 2 2 2 2 1+C2+1 a 11CM1 2 A' 1+ 1 2 1. 1 2 I.O2.1 2 aK1-w 1H2+1 a 1.C+1 a 1+12+1 a 1.I311 2' 16 1 a _ 1 I z ea• 1. 1 s 1. , a 1. Nl 2 f+C.t 2 7.tl•1 . 3 hCl+1 2 TS Ta' 2.ClVl 2 1M1.Y 2 HGf 2 b 2 2 1 O+l x 1 I+ONI 2 ar iM ii a 11r.R.1 a 1 14M+f S' IS' 0}1IB• I. l 11 1M`! a I 1+ 1 a 1. 1 a 1.G.1 ] 1. o a a6• T2' TV 1+Q.1 9 • 1+Q.1 '] t.G2,1' :a 2+12+2 a 1+QN 3 1.Ox+1 3 2+QK ] HCNt a 1Q+1 a ]r 1.C+1. a hCNi a 1. 1 - a aC 0311f 1. 1 3 1G 1 a 1+ 1 a 1.6H1 8 I+ l a 1.OH1 ] 63` htlH a 1+OT+1 3 1+ 1 ] Tx' Tf 1!+CN2 a 1. 1 3 1C 1 i 2Ka+2 3 1+ 1 3 W 1+ 1 3 . 1 3 a "C l Ht.T+1 a a3• a312' 1+OH1 ] 11M 1 a M t a 1H0.+ a 1H2+1 a 1++3 6a• t+GNt ] + 1 a 1+CN1 a 1 Tf 1+Q+1 a 1-t l 3 1.¢H a 11 a er 00' 1M 1 f.CNt 3 1+02+1 a G+l 3 aT .f1. 11 . . ] I.Q+t a fKT.1 a ;-Q ] 1.Cr•t a ap` u0.1 a HQ.1 a 1 +f ] _ Ta• Te• 1+6N1_ 3 1. 1 3 1 t a z.CY2 a. l+m+I . 3 1 6 f a HGT.2 ] 1.0+1 ] "H -I A TT 3 i .1 3 3+CHIafIB` i HCN1 a w ATI+-�i3 bl�l 3 hGl 3 a 1+CN1 aM 3 1 1 3 a h 1 a TABLE KEY; O X 1+C2+1 3 ANCHOR QUANTITY PER JAMS HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE VENTAND FIXED SECTION. (4) ANCHORS TOTAL AT HEAD AND SILL (4' MIN. O.C. ANCHOR SPACING) �18-- MAX J_ mod• Mlrv., 10-12 MAX S" MAXT X o I _ _ INTO. RAIL EXAMPLE CLUSTER W/ CITY. OF L) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEADSSILL: io VYMAX.ONEACHSIDEOF MEETING RAIL CENTERLINE 183/4' MAX FROM CORNERS. JAMBS: 8' MAX FROM CORNERS AND 221W MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2 PRODUCT REVISED Bcomplying with thn Rodda uild[., case No".. 17-0411.06 329/1T. UPfNTE,TABIEa i ELEVATION x ro o p8 N (] OJ S �p N z N ON p j O 0 O � m o S p o n nr m Anchor 0Jane]ba, X01C, 1O-10.1O withG -Types A,B.C.G,H81 13w.e Mie3, pay nWa AnawOdgA A wam s I Ambrct c 1is138a Jena HrdA60 .Yftl ssm lAft M' altla' 1C 2 irw1+C1N 2 »CNt.drl a !+d+t »L»»wt 2 »QN+Gt : BP 1+C1N,w1 3 Irw»wt 2 HdNa¢+1 2 66' 1+¢a1+wl S 1a¢+»w1 2 1+¢h»Chi 2 i4' 1+w1+Ch1 x i+w»w1 2 2 a- Beane• 2 .M-t+wl t+w»wt ] 1+w1+Ch1 2 t+w»wf -r t+wt+w1 2 4C 36• 1+w1+w1 2 1+dN«d+t 2 1+w1+Ch1 2 5"r 1+d 1bl 3 11 t+ l 2 i+C»1+C»t 2 eC »Gt+¢at z t+¢+1+d+1 2 1<5+t+wf 2 ae• 14' t+w»d+t 2 iN3+l+wt 2 1+¢N+¢+1 ] 1K1rIWYN ] 1+¢+I+w1 2 t+wt+d+l 2 6p WAV t+d+IrC2a a' 1+4. »da 2 t+dr»wl 2 Ch1 2 1+Chl.w1 2 i+¢N+¢+1 2 4a' SS11B' sWr +d•t 2 1+ 1.1 2 irdN+d+t 2 CN1 2 1«¢+tawt 2 1.Ch1+Ch1 2 CP eS 1 2 1+Ch1+dN z 1+ 1N 1 2 wt 2 t+wt+¢.1 2 t+wl+wi 2 7C ¢N 2, 1rG l 2 1+Ch1.Gl 2 µ•, wt2 1�511 1+CN1+ 1 2 »wisest 2 ¢rl 2 1rd+1 l 2 t+d+IK l 2 N'aC.vt3' 48•swt33t+w»¢rl 1M 1;a+ a »d+t+C l a +t:»t a 1+ 1+w1 a »wtawi a w1 3 1 l+wt ] 1+wt+w1 3 3 dN a »CSrlsdel a i+¢+»Cht a Beans 3 i+¢+»C2rl 3 fa¢at.d+t 3. 1+ 1+w1 3 1+w»wl 3 631M' 5ndS 3 tswt+wf 3 1+w1+w1 3 1+¢N«wI 3 1+Ch1+¢+1 a 1a ON 1 3 BP 1+w1+Ch1 a, 1d0. 1 3 t+wl+wl 3 dd l a tad a tadN.d+t 3 7C % 30-1ne• 1C+I»I a hl a trdN+Ght 3 ] 14d1d1 a InQa»da1 a taCI+HCNt 3 »Qrt+QN a 1+da»dN 7-3- e1tT 3 t4aM+ 3 »¢.1,dN J. t+wt+¢N 3 i.¢M+CN1 3 BP ta¢.t+RN a' a 1 3 a+C91d0 3 H;CZO¢ a iP alma• 1+dN+d+1 3 1+dH 3 1+¢N+LR+1 3 +l HC2N+dN ! i+¢+1hw1 3 1.¢N+¢.1 3. »w»¢N a »cx+twz+1 ! 4P e}Vw OQ 1+d11+dN 3 1+wI+wt 1 3 1hw1+dN a »QN+dN ] 1hCSN«wt a 1+dN l 3 e0' 1«dNsdN a' ir¢«i+wi 3 1aCt+t+w1 ! BC iN2ri+d+1 a' t+w1a¢N a 1•w1+w1 a 14' t.dN+w1 ! 1aw1.dN a 1+¢N+¢+1 3 BI' »¢N+Cx+1 a 1+w1+w1 3 1r¢N+¢N 3 3 1•C3N+Cx m Or a1tT m' »wt+wf a' »cz.tNO.1 a l.dr»L2'N l 3 3 »¢NKht a 1•C30+d+t 3 1+dr»dr1 a W aT t.wt+wt 3. »d+t+¢N a »wt+wt 3 t+wt+d+l 3'. 1+ +Ia +l 3 I+wtawl 3 71 er 1+d+1+d+1 a' trwf+wl a i+wlawi 3 taGI+t+tl.t a t+d.1+d+1 3 l+d+l.da1 3 Bean 1+da1r 1 3' t+wl+w1 3 1+w»wl 3 TART p 11. Anchor Guantles, X04113.10 -14 with GLam Types D.E. F. J.K 6 L Os�2 WwP awa3 Itlpla N Om,2A NVR q pa IAiwiwlmwC WW6611 Art0 IAaw Jv,b HwL®60 JmM 4a' 9YVP ta¢rlyd+l 2 »¢N+C2+1 2 1+dNa¢N 2 Hww t+t 2 t.d.1 2 N+¢ 1+¢at+wt 2 aP »¢N+d+t z t+w»d+1 2 1+¢+I+w1 2 2 I+w1.dH 2 N• »¢N+d.t 2 »w»w1 2 1+Ch1+¢+1 2 ea' e&7I1B• 1«ctaiat2.1 x 1+wl+wt ] 1+ 1+ +1 2 t+¢+1+¢+t 2 »wi+¢N ! »Ch1+¢N 3 4e' e}tre• aT 1+w1+ 0 2 t+dN+¢N 2 I+ IK2H 2 iN1N+da1 2 1+f I.Ml 2 1+w1+¢ai 2 �• 82• 1+w1+w1 2, l+wl+wl 2 »Chi+¢+l x 1. »1 +1 2 t+wN¢a1 2 »C iI N 2 TV w abl/IS »w»¢N 2 H¢HNIIN 2 1¢ 1» 2 f+wt+wi 2 1+w1.w1 2 t+Ch»w1 3 1rCri1ew1 2 1«¢N,¢N 2 1<¢«f«¢N 2 .0 611M IN2 l 2 1+dN+C»t 2 1+ th l 2 t+w»w1 2 1+¢+1+Ch1 2 »¢+1.¢N 2 eT 1rGh»¢+t a 1+C 2 »aaa1+CJN 2 ON 0 74' e4• 1N'lr1+¢0 2 1.d+1+w1 2 faCLN+C»t 2 t+wt+wt 2 2 I+¢N.wt 2 pgmC »¢ataCtil 3 1.¢M.GMl 2 4+¢+1<CNt 2 IC 1+¢+t+C2N a »wt,w1 a »¢N,¢el a 9+IR• 0p' 1+¢N+CJN ] - t+w»wl a t.wt.wl 3 ra¢Nawi ! t+w»d+l a 1w fhwl la¢+1+¢.1 3 H• N¢N+w1 n ^ t+w»wt s 3 1+w1r¢+1 3 a 1+w1ew1 ] 1+CH1.dN ! W711e' »d.IH +ij ] 1 1+ 11 a 1+w1+ 0 3 4m bw 1+dN+dN11�1� 1w1+ t o 1w1+w1 a 1+w1+d+tI.1i 1 1 1+wt+dN 3 e0• 1hCNi+¢N1+wtadN a fa ON 1 3 iC W 0 -wir »¢+i+d.1»dN+dN 3 1+¢+1+ 1 a I+wt+wt+ml+ i 3 lM iN i 3 1+w»w1+¢«1.¢+t a 1+¢NHZ.t a u' 61w Oa' 1C 1» 1+¢+»wl 3 1+¢+»wt a 1d01 +1+ 1-Ml 3 »w1a 3 ar 1hwt+d+11+w1+d 1 3 t+Cx+1.w1 3 6T »¢ l+w1i+d.t+d.t 3 iMZN+¢N a TO »dN+d+1»wta¢N1+wt+dN+ 1+ 0 3 1+Ch1+d+1 3 ,V =+10+Ch1. 011r1.¢N+¢N+w1+ 3 t+wl+wt 3 OP 1a¢N.¢Naml+ 3 3 uwt.¢N.-,. 3 1+=+1+ 1 1+Pmt 1+w»wt «w1+¢N i 1+dNN3+t l 3 3Tr BP mmC trwlNy+1 3 i+w1+w1 a tN,w1+¢N a »w»LMt1 3 »w1N.Y+t 3 1+¢N,¢N a w1+wt.wl 511R' w_ 3 Hw1.¢N 3 1N 1N I a »w»w1 ! ea as »wl+dN ...a .'.1<wlawt 3 iNR+t+dN a vZia N1 3 1aw1+dN a I.d+1+w1 a ' le pa• 1+w1+w1 a t.c»tawt 3 1+ 1N 1 3 »G»lewl 3 .ttd+1«GN 3 t+tl+t.da a w7nr 1.w»wi a 1 1.Cb»wl a 1.¢.1rw1 a :TABLE KEY: X O X 1+C3H+C3N 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3)ANCHORS CENTERED PRODUCT REVISED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS 1 ANCHORS AT FDCED SECTION, () (9) ANCHORS TOTAL AT HEAD AND SILL. aecomp N .Hhtee Flonea wmlm.,a � 17 40A . 0411.06 Eapl,atloa oat 1221/2021 (4- MIN. O.C. ANCHOR SPACING) ey � Mla pro aC a 25 3/4' MAX a 7,!JP0AT TA l I -- j F-4' MIN., 10-12' MAX J- EL A] 9'MAX X O X_ MTG. RAIL, TYP. S0 3 w» EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS i ti o m O (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP /ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 1012' MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 314' MAX FROM CORNERS. JAMBS: W MAX FROM CORNERS AND 2212' MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, 00 TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEEP 7. p J O d 2 N v Z 1Dy{J�'m �a FF ly a w Nle 'q 2 W C LL W O � p p � x O 2 o � n ¢ _ PRODUCT REVISED as c.plry. MA Il+a Fluaaa 9ulla n Cotlo NOA-lao. 17-0411.06 alupla o. 0p1 1221/2021 By MIaM-O uc nw =R r. UPDATED TPBLEa ELEVATOx �.. MCIror0lnawa,X01a,1N •1R •1N aMl aan TYpaaM 9, c, 0,x et orv9 WW I4phl NOW Molmevpe Mdv6wp0 flml.a11n Y NaJa9W ,A,p Ian .Mb m »Qi 2 -2 »¢�»r2«t a +Na•1•caH x »¢•» H a x f@ 1•la.tH2«I a fH2. 1Q. a »a•t•¢.t 2 1H2+M¢H 2 2 1.¢•»¢H 2 »I]•»¢•t 2 1• atl 2 ,M1N•Q•+ 2 tw 2 1+ 1.¢•I. 1 27 HID. 2 »G2.CaH 2 1«¢r l l2 1 HTN 2 1•¢rN¢N 1 lr¢•.C1N a 1•Crt•¢H 2 11S 1.1.2.1HA•1 2 1.ar1.¢ 2 t«¢r1 t 2 1• 1M 1 2 + K a w• C@ »GV1 1-M 2 ;W;f t +¢r1 a , •¢N•¢H z 1.t:e.2.lP. a .C2N•Q.1 2 1•¢ 2 »CN2.Q.1 2 »-21 H 2 I+ 1 »4+N2•a 2 1 11i IT 1 z 1ML 2 1•G..¢• 2 IMMI 2 +l 1.III.Nf1H 2 1. a 1•GNN¢.1 2 IM 1 I.Mf 1.CN»¢•1 2 6a+IC R 2r Ga• 1.CN1.¢11 : 1.Q.+.¢«1 z 1.' 1.¢•»¢.1 z 1.C2H.¢H 3 H¢H.CN1 2 1.¢•1rQ.1 2 1.aH.¢•+ x NGN1.¢.1 2 1.¢ 1.1 2 1•Q.N¢•1 2 HGNfM1H 2 I.G 1+ 1 2 16 tare tff ttr bra. +•C2.2•¢•+ a 1.QM.QH 2 1«3•HcaH 2 1.C2.".1 x 1.CMN1.l a ..Q.H¢.+ 2 11¢.N¢•l 2 1•¢.2H1.1 2 1.¢.2.Ml 2 I•Gvx,GN1 2 N¢.z.Q.l 2 » .¢,+ 2 MVe N• M• taaa'C fo4 tlr 1.¢NK1.t a 1.¢. 1.¢1I.l a a , I.Q.1.¢H a N¢r»r1.1 a 11Ib1•¢•1 ] M¢H.¢.1 '.a 1.(3.1HS.1 3 11GN2.¢H 3 11¢Ha¢H a 1.tF1.CH ] ,M2.a•¢H a n¢ 2.¢.1 a 1.CHa »CNa.¢.1 a MCN a 1•Q 11 a t•CAa.CN1 a ¢.1. 1l +. a 1. t+¢N•caN a RtIB m• N M• Abe l.¢H.¢H a 1K.Ir t o »wfH a ,.ca.»mt a »¢.teexH a ¢+HSo 1.a 1.¢H.¢H a IH9.1•Cl.l 1 1.¢.a 1.az.caH a ,.¢.f.¢.f a »¢H..¢H a IB 1o0.ta fr¢.z.¢H ] »CVa a +.Q.1 a t•¢.I•QH a 1»¢N. a QGl a 1M¢ a CCl a 2+=-f a MlnRaortCrle M• for nr .C2H a 1¢1+¢ll a if a 1a 1¢1.aQ+I¢A a 1 I¢1¢+l a 1.¢.»¢H a 1.CZ.Nf3H a t+¢H.¢ a 1. 1 N¢.2.o1H1 1 1. t•¢•N¢H a ,1CNa a 1.¢ ] 1.¢31 9 O a »bl a Ia MO1Tm it 81' ,e Um+l.H a 1C11 a 1.G1.N1 a 1¢1¢a »¢ • a » .¢11 1 IM . a 1.G42+l a t•¢.1Wa 1. b1l 1 1.¢.21¢•1 a 1. 2. .10 a ,.cN1. 1 a taBSY' f0t Ht' 1.LOra.LiH a 1.G«2.C2.1 a 1. 1. a »Gf.a.f].t a H¢.N¢H a 1H3.1•¢0 a »CM]•¢H a 1.C3,2•¢a J H¢r1.QN ] MLe eP aP ar fa• 1� 1•Q•»vH a »G1.aH a 1•G.»¢•t a 1ff2.1+¢.1 a 3 1•CNt.¢H ] 1.- .1 a 1H 1•¢0 a 1K -Ut i a I.CJ.NO.1 a 1M3.1rC.1 a 1.4.»¢.'1 a +•G9•aK9N a ,K'2.2MSH a t•¢.1r¢.+ a H¢•M2.1 a ,H1.1.12.1 a 1•w.NON a »r3.2.0 1 ] 1. 1. 1 a Hr 1.e»a,ea.t a trC3•SM3H a ,H'1.2.r1.1 a M,:awf2unalkn,XO%, 1N�1R-1N • wttllOW]Typ210, EaF�J�KeL ,aaan NtlN a.uu Ibbal AmMNepA A,asupye 2ml,emapc x Y2 IWEaen Mu0a99 Jo,b . 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Q.1 a 1H3.s.Q.1 2 »¢ 2 H6.z•¢.t a 1.@.. 1 2 +f 1.f3.P.¢H 2 1.tl.2.L2.+ a H3LT ae 1.Q.1.Q.1 a 1.Q IM2.a•¢N a Hi•1 a +l 1.¢HHNN a 1a 1¢+I.CNt Te M 11@• 1 a »¢1 a 1MN»¢H a M41 l 1] 1.QHKN1 a l 1.¢•IrGt a Po• • %1n&4Yar'a 1¢ 1a IQ1 a 1M.¢o a I a .a 1Qa »»xQa Ia aNl a ¢ a 71 �' fL +l 1 »NNt a, lf�lM+l a 1¢.¢ ¢1¢1 a 1-=+Icl a %• 1.¢.a.¢.1 a f.H m+l ...a - PRH.¢H a se am•... i1 11¢la a wm111¢H s .lbt a i = -i I.mw.wH a 1l 3 a a IK2.t a ea.G+i a w >r as M• 1.GNMa.I 11 a ¢0 a. a 121¢1 a t¢¢t a 16+1GA a- »¢.z.Cal a 1• 1 . a 1�¢H.l1.t ] »Or a 1H H'.a.1H9. I1 a 1.¢H.¢H a .¢. a.m.T ,s i I.car¢H a ,.a.1.1aH a fo9a'C It r ,.Ca.a.G»1 a i.¢rNC2H a ir¢•p1¢r1 a a l.etra.¢H a KJ 1N.[aH a 11IS1a.C211 a If¢.Nl a MVT u N aC 1oaNe »G.1.¢•1 a' 1. 1 a' i.¢Hr¢H a 1 1. 2.Cf.1 a 1.¢.1K3N a I.GN a .O IK.O.t a 1. .l. 1 HCN1fGN1 a +l 1. 1 a Ltl+2.¢.1 a 1.aa2H1¢•1 a »CH]Ht1.1 ' 1Iw601e1• T1 s 0 2 a v ar w, 11 1 a 1Q1+¢l I+Ml+J¢1 a 121z1 s t]Wl1 a MHC1 a 2Goa.H..1I1lal,., .a 1.a a 1»tI...omCLM%M.aasa....'tl . aaa t1¢Q. Te Kl ] ha 1111oY nal¢ a 1¢¢1 a "1' 11 a 1.1x+z.¢a a TABLE KEY. X O X 1+C2+2+C2N 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2)ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (2)ANCHORS AT FIXED SECTION. (8)ANCHORS TOTAL AT HEAD AND SILL (4• MIN. O.C. ANCHOR SPACING) 25 314' MAX. I -�{ �4• MIN., ialrz• MAX 0• MAX. }x o x T _ _ MTG. RAIL, TYP. EXAMPLE CLUSTER W/ OTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW OP/ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 1012° MAX ON EACH SIDE OF MEETING RAIL CENTERUNE. 253N' MAX FROM CORNERS. JAMBS: 8• MAX. FROM CORNERS AND 221/T MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G- L SHALL HAVE ATEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. M IAM I•DADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 ;EPTANCEi PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: www.miamidade.gov/econoTny This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code; including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90 & 135' corners —L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact', sheets 1 through 22 of 22, dated10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami=Dade County Product Control Section. MISSILE, IMPACT RATING: Large and Small Missile Impact Resistant' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series; and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0420.12 MIAM4DADE COUNTY Expiration Date: February 17, 2020 Approval Date: September 28,2017 Page I File CODV PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10110/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3);Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 - 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 ,along with marked up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson; P.E. (Submitted under, NOA No.14-0123.10) 3. Test reports on:l) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along'with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales �. . (Submitted under NOANo. 09-0826.10) Jorge M. Plasencia, P.E. P duet Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Subnutted under NOANo. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERL&L CERTIFICATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass InterIayers" dated 01/19/17, expiring on 07/08/19. , 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS I. Statement. letter of conformance with FBC-5'h Edition (2014) and FBC-6'h Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No.16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No.16-0629.06, issued to PGT Industries; Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasencia, P.E. P',rbXduct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September28,2017 E-2 SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1359 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2 DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTME1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 644. 4) SHUTTERS ARE NOT REQUIRED PER FSC REQUIREMENTS, AS APPLICABLE- 6) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONS, ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE CURRENT FLORIDA BUILDING CODE, INCLUDING THE,HIGH VELOCITY HURRICANE ZONE (HVNZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL.5980, FTL-5993, FTL-8001, FIL-6014, FTL-6015, FTLH)017, FTL-6022, FTL-0023, FTLS024, FTL-6025, FL.6028, FTLS031, FTL6033, FTL-6036 AND FTL4554 Oiaa p¢dPgon (Lmtl fmm Bfeamb InMW4 GO 711WMIT MW: (2)Lt®ef via HS . PVB Mbaaym . O 04 04 UM WS th 7116'.I lrstea:(2)LS> of ofMIHE THSG&, MIh.Oea PVB l I!00f i/18'InmbetM: Rllka of MIT HS Gham MN.Om•9t3 Wetlryar GAA Bli6'LmSMad:WLka of t/4'H90Ha-xgh.OBa SG hIWYer 0 GSA VLa.Wetl La: 311a TExleaor CID+ WW Air SMI-+7na MaminaM; M Lb. dVir HS Ge.w .000'PVB WM-W I- U.Mea IG.: VP TExleaor CAP -N1a Air Spnee+7na lemMetetl;WLt.. oIMr HE GI... YMh.00a PVB Weapym ca rt.mhAl-aka.: vta TBleAerCeD«vaAkspaelmaLnMnama WLMeorvla xs Gln-. wtnl.Wa so Wlanynr G6A i'InmhWetl l.0:V4'TBMtlor Cep♦d1aW6pena+]naL-mMAbe; WLRa p(v1a HSGIae wIN.09a 601MeaeYw G7 71171 (2)Ulea of MIT AM GUM.000•SO WBaaYBF GTA MIT IAWW.d:R) 14en BT Ile AM GUBA dU,.wa SO NMayer G0 1• lynhmled I.G: WIT TEatedor Cal +Ma AO Space «Ina Laminn2Q W Utn-of V1W AM Gleam wIN.fYD' SG hmMym G&A 10LemMad LG.: I1P T BlIdw CAP +&IV AU Spate 4 TMW 1wmMema;(2) USS ofWT AM GI MN.W SG WAtlaer 'ANW-ANNEALED •HT-hEATSTRENG7II5WD T •TENPEREO 'P/a�.08a TNG6IFOL®PVB DY KUMMYAMENCA, INC. 'SG'=.DSO' 9ENRXVGLA3®BY NURAPAY AMERMA ING DESIGN PRESSURE RATING IMPACTMTING SEETABLESI.263QV I RATED FOR LARGE& SMALL SHEETS a, 7 ace 1 MISSILE IMPACT RESISTANCE COD561STMDAMS USED: 62017 FLORIDA BUILDING CODE (FBI SM EDRION •2014 FLORIDA BUILDING CODE (MCI 5111. EDITION -ASTM EIMOOD -ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MNUALADM-2015 -ASI SI00-12 -AISC MD-10 LIST TABLE A Mal, croup - Mchw ryM F..Mlrt Member eu5amfe us. DUI I Mirt O.G IMMOW Wn' Fmbetlme0lor Mehl Th14mea A 021"SMS, O'yBO MI, Fe IS MI) 012410 SS SMS, Pr• 00 kd, Fe 110 ke0 NIN9 SwNem 111. (80 - 0.55) MIT 71W 14T 6MI ANIBI n Ma 011a Bow. Steal 3'B• Mir mow Dr. Sn Steel Sm w MIT o.mv(15Ge) IIP Elco Am.m MtoN; F07 kaI, F.=061of All CBnnmtn Mm. 222 wo 1-1? 3' 13'a Jamb I PMok PRO Block ASTM CM 2 w 2 Jemb/Pdeok WIIBw6b STMCW 2' 0• i-VT All SaNem PNe SG•O.SS 1' 1' 1-Ya B H2,1Me1SM9 (Gr. 6) (mXL M3ihmeae byona metal eubebet-) NI 3 em PMe OnO.0.55) 011B' TIB' -M8 0001RL0°n SN• Mir 0.000' AM SIeaI 3I6° Blta BAST M. MMai Stw TIP MIT 0.01a 1B Ge G Ile Elca U INCo D 11.10 kW, Fe•112W Ail (LnarzM(MIn.2BSke4 1• 4' ISw WnIIP-0.h Ha. Bieck MW 00) V 6" 1-Ile IRA Mec UltOcuS FY=iSSkol, Fm=1Ti YII A Conpmle mn.285 ) x-12' 1W JLMIP41Iak F01ed Bbak TM CBO 2•UV 4' /.3IP JaRb1Pwk mi. BRR STM LBD 2.Tl a 1-I/4" D VT 410 SS Ebo OmIDFMXa F, 12T.4 kW. F• 1897 kal Wed l9lp Cwlomle In, 2.M Mo 1' 9' 1.Y4' Jemb1P-bmk xbnwle Mn. 3.35 ka 1° B' IJr Jwnbl P4 k FWIow Bhck SwON` zit w 1-W' All so"Uem PIN ISO.0,M I% 1• 1-Mr 1) MERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS MOW, CHOOSE TIE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE 3) FOR STEEL STUDS, MIN. FU = 45 M i, MIN FY • nn ON. 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 5)MCHORS MUST BE OF SUFFICIENT LENGTH SO THAT MINIMUM OF 3WREAD.R EXTEND BEYOND MEFAL SUBSTRATE. ANCHOR NOTES .- 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. PRODUCT REVISED 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK p1 ma wim Ina Florma PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS e'�Iiaema �oae INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NOA-No. 17-0420.T2 DEPICTED AS 2X ARE 1.12" THICK OR GREATER. 1X AND 2X BUCKS ezplretloa Dala 02/17/2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER B LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS miam „ THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS II11Ifl NOT REQUIRED. IF USED. NONSHRINK, NON-METALLIC GROUT, xAa,ONY LYNA,......., MAX 1/4"THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY ; �l'UOENFF SUPPORTTHE ENTIRE LENGTH OFTHESILLTHATIS NOTTIGHTTO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED = * : NO. $8705 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TE6F saa.m . I NTS 1 i - 2s EXAMPLE CONFIGURATIONS MAX. UNITW IDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 13 PER TABLES 1-3 MAX UNIT i[ MAX. UNIT GHT HEIGHT PERTAIBL S13 Np PER TABLES I3 Pcercer 0 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 MAX. UNIT E HEIGHT CONFIGURATIONS NOTES: ' 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX UNIT WIDTH LOCATIONS USING DETAIL 'JW,'Je-,'KvP OR'Kc• INSTALLATION. EXAMPLE: +PANELXXXX IN POCKET (p) CONFIGURATION CAN BE PXXJOfp, pxxxx OR XXX(p. OXXX IN POCKET CONFIGURATION 1 3 CAN BE OXXXp. _P'T 1 2)90'8135' CORNER CONFIGURATIONS CAN BE A COMBINATION I OF ANY 2 STRAIGHT CONFIGURATIONS. gp 3) FOR NOM. PANEL WIDTH, SEE TABLES IOPERAB3. 0 INOPERABLE PANEL, 'O'= INOPERABLE PANEL, 'p'=POCKET pOpxcT I DETAIL LETTER �X�..� ^x'= WOOD OR METAL INSTALLATION Cam/ 'c'-CONCRETE INSTALLATION SHEET NUMBER -PANEL IGURATIONS MAX UNIT WIDTH DLO WIDTH =NOM. PANEL WIDTH -T' DLO HEIGHT=DOOR UNIT HEIGHT-10.125' NON. PANEL WIDTH t PALL HEIGHT=DOOR UNIT HEIGHT-1.88G' PER TABLES 7 I '� R MIAX.UNIT ?gy - HEIGHT' @ g PER PERTABLE513 i$�S3F jS'R TABLESI3 _sv J .JL t� 4-PANEL CONFIGURATIONS - itli87iCafNJ MAX. UNIT WIDTH NON. PANEL WIDTH PER TABLES I MAX UNIT HEIGHT ft>f8F i[T iF7 Vl m RATIONS Kul MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 MAX. UNIT HEIGHT PER TABLES I3 I I I �R CCCCCC �gg3� I I Id� POC a q I PRODUCT REVISED 1 3 Plyyin• witM1 IM1 Flndd pulidln• Cxdo NOA-N0. 17.0420.12 Enpimvon pnta 02/171202( INSIDE CORNER SIMILAR) xxx OTE Y�l1US sxeFr. .cNvaeavnw✓e EXAMPLE CONFIGURATIONS NOuafmv :aFww.e�ud` SERIES,770 ALUM. SGD-LM IMPACT' P.wP, 'tn%*"n Sso-rm NTS 2 + 22 PGT013P EXAMPLE CONFIGURATIONS " MAX. TESTED UNIT WIDTH= 355-7116° ® 90° HEIGHT 300-1/4° aQ 120° HEIGHT NOM. PANEL WIDTH PER TABLES 13 9 Jc I MAX UNIT v 1 Ina 96"OR 120° / igq�e 1� 6-PANEL CONFIGURATIONS MAX. UNIT WIDTF NOM: PANEL WIDTH PERTABLES 1.3 MAX. UNIT HEIGHT PER TABLES 1-3 _ : imE'1 m 2 0 7-PANEL CONFIGURATIONS: MAX. UNIT WIDTF NOM.PANEL WIDTH PERTABLES 13 MAX HEIGHT UNIT PER TABLES 13 1 4� �QF �AP.Cu3a1 �l3.1 iFlfE7®iLTiD noiml7 W-7 ioL'l fm'V If3'V �� iv m 'ixv m m imv IL( m m W 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "JW , "Jd, 'KW OR -Ke INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, p)DOO(OR)O=p. O)= IN POCKET CONFIGURATION CAN BE OXXXP. 2) SO- & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. "X' - OPERABLE PANEL, "O" = INOPERABLE PANEL, 'p' = POCKET DETAIL LETTER /K �W = WOOD OR METAL INSTALLATION CONCRETE INSTALLATION L—SHEETNUMBER DLO WIDTH -NOM. PANEL WIDTH -7' DLO HEIGHT= DOOR UNIT HEIGHT - 10.125' PANEL HEIGHT = DOOR UNIT. HEIGHT -1.B66- 3 - 22 1 PGTO130 PRODUCT REVISED BU1dpIC9 -114 No FIpBEa IInH iW. NOA-No. 47-0420.12 e=pintlan Oat. 02H712020 * NO, 0705 GLAZING DETAILS (G3 G3A G4 G4A, G5 & G5A) 7116" NOM. 7/16' NOM. 1"NOM. 3116'HS GLASS 3116' HS GLASS _ 3116' HS GLASS .090" PVe .090' PVB ..090" SG ' HS GLASS- 3116 3116' HE GLASS 74 3/16' HS GLASS J4 3!8" Alft SPACE 74 3116' T GLASS 83 E% RIOR 3/4'NOM. ERIOR 3G ASS 3/4'NOM. GLASS GLASS 124137 BITE BITE GLASS BITE PXIERIOR - 6D 40 a 79 5{ 54 7116" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS TYPE G5 9M6" NOM. 9/16' NON. 1' NOM. 1/4' HS GLASB 1/4' HS GLASS 3l18' HS GLASS D90" PVB .000" PVB .090° SG. 3/16' HS GLASS 1/4'HS GLASS 74 114'HS GLASS 74 5/16'AIRSPACE 74 114' T GLASS -R PRODUCTREVISED ua314' 3Sas c* n9 Cmlo" IM th. Flarlda B. NOA-Ro. 17-0420.12 - IXTERIOR �.917 t2a1]EaPionen Dace 02/17Y2020 W31QN0M. 79 9/16" LAMINATED GLASS, TYPE G3A 9116" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A LYAf N GLAZING NOTES: = *;' N0.68705 •' 'ANN'=ANNEALED *_ __ (,+ HS'= HEAT STRENGTHENED T=TEMPERED SEE SHEET 16 FOR SPACER DETAILS. ;Ap i_ a Z iz �� 'PVB'-.090" TROSIFOL PVB BY KURARAY AMERICA. INC. °SG-=.090- AMERICA, INC. IO10TeeMroLoayavA` N' a M s1" GLAZING DETAILS ✓ ''1"• ((7`: 4t1s'+FYORIO?, J'�l��. SENTRYGLASF BY KURARAY �ThS��NALI ENG``� .-C c[RCOTeu7x.rz>a10 SERIES 770 ALUM. SGD-LMIMPACT lR O40N1] C NO dHNCE5INISSHEET. ra.uu m+"ea s ALyl�LLl�I11 lFR Pi. ae. qa .m e.a talan4 one122 s9oo70 NT5 4 a 22 PGT0130 C P.EA69105 GLAZING DETAILS (G6, 06A, G7 ISM, G8 & GBA) i' NOM. 7/16' NOM: 1' NOM. 3/76' HS GLASS 3/16° ANN GLASS 3/16' ANN GLASS .OGY SG .090° SG 3/16' HS GLASS .090' SO 3/16' ANN GLAS 318'AIRSPACE 74 3116'ANN.GLASS. 74 3/8"AIRSPACE 74 3/16' T GLASS 311 W T GLASS 93 M SW NOM. 3/4" NOM. LASS 'Izd-1zl NOM_ 1f±41T1 GLASS a BITE GLASS BITE E RM BITE one�wD6 a (a - 79 1" LAMINATED I.G. GLASS TYPE G6 7/16" LAMINATED GLASS, TYPE G7 I"LAMINATED I.G. GLASS, TYPE G8 1' NOM. 9/16' NOM. 1' NOM. 3/16° HS GLASS 3/i6' ANN GLASS .090' SG 1/4°ANN GLASS .000' S 3/16" HS GLASS .090° SG 3/16° ANN GLASS 5116'AIR SPACE 74 1/4'ANN GLASSVGLASS 6/16'AIRSPACE 74 1/4' T_ GLASS .. 1/4' T GLASS PRODUCT REVISED as complying with the Florida B3 63 Dalldirg Code No".. 17-0420.12 t14-1z7 3l4'NOM. EXi 0R t24-izl 314'NOM. Eaphatlen Data 02/17/2020 GLASS GLASSBITE" BITE Dy Mioml- a roduct QontroE«R7B \l ro 65 65 1" LAMINATED I.G. GLASS, TYPE 136A 9/16" LAMINATED GLASS, TYPE GTA 1"LAMINATED I.G. GLASS, TYPE 138A .,tliunrr,_ # ; No. 58705 r i GLAZNG 'ANN'- ANNEALED HS•=HEAT STRENGTHENED t g�I 'T'=TEMPERED SEE SHEET 15 FOR SPACER DETAILS. %O'•. 6 W13'=.090' TROSIF06 PVB BY KURARAY AMERICA, INC. mm]rcNnrynd'/mllE H VENlCE.0.8196 '"t` GLAZING DETAILS �� tORlo�,:'��` ' s'•.... \ %i7 'SG°=.090'SENTRYGLASO By KURARAVAMERICA, INC. (a1044o-,em S'GNAiI�NG``. a. pe< rFNr. o>•Aune�zm SERIES 770ALUM. SGC-LM IMPACT JR 9WN17 C NOG4INOES IHfSSHfff. mmm�reaen "�`®' nasaar "' w+"r ^'• A. LWMILLER, RE fdnn^l4 _ _. ___ _ ,�,. g.. MS 5 - 22 PG70130 C pE.as37os Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 S 3) Fureanneradna.lenchomae on a0'aT 135•camer wib, eeaeMel it Maximum DP for all sizes; *601.60 Pat (Mayb,IIrrtedby T"IA) TBNe applies to Q.. Typee 3, 3A, 5, SA, 7, 7A, 8 & BA and mB SlidAalmgal lyix, al, belw., Door Win HeIgIA w 84' BO° a0' W71W DUG Anchor Gmup 78-7/0' DLO Mch"mup ]A7/B' DLO Amimr GmW 85.7/8- DLO Mohor Group A B 1 C D A B C . D A B C D A B C D SIII 04+1 U+1 U+ + r + + +1 +1 r 1 C4+t C4+1 +1 +1 24' FLU Jamb 8 B B 8 8 8 B B 8 8 8 8 e B B e P-hook 6+7 6+ 6+7 BN 7+8 T+8 N8 7«8 N8 h0. 7+8 A8 7+8 7r0 7r8 AB HeadlSll C4+t Urt' U+1 M+7 U+1 Mr1 C1+1 UN MN UN M+1 U+1 U+1 NO U+1 U+1 'b B 8 8 B 8 8 8 8^ ..0 0 e •8 e B 8 B 5 OLO PJnNa &7 8+7 Ba7 8+7 7+0 T 7+a Ire NB 7r8 N8 7+8 7+8 7+8 7+0 7+8. +f HaeNagl C4a1 U+7 Uat M+1 Ua1 U+1 M+f M«7 U+1 U+7 M+1 U+1 U+1 UH Mr1 U+1 36` Jemb B 8 8 e 8 a 8 8 8 e B 0 B 0 8 e a mo P-hook 6+7 8+7 Ba7 ea7 7♦8 7+8 TaB 7+6 7a8 7.8 7a8 7+8 7+8 AB 7+8 7re 35, HeaNalll U+1 C1+1 U+1 U+i Ur1 M+1 GN Urt Mal 5+1 M+1 M+1 U+1 Uef Gt+t Ua1 E 4T Jamb a 8 8 8 8 8 8 8 a 8 8 B 0' B 8 2 DLO P-Torah BrT W 6+7 788 7+3 7+a AB 7+8 7+8 7+8 NB -7r8 TrB Ire 7+e HnuYS111 U♦2 C4+1 U+2 M+,2 U+2 M+2 M+2 Mr2 M+2 U+2 U+2 U+2 U+2U+x U+2 U+2 48' 8B 8 a 8 B 1D B B 8 DLO P-hook 8+] 8+7 er] 7+8 ]r8 7+8 T+B I+8 1 7+0 1 7+8 1 7+8 7+B 7+8 1 7+e 1 718 FOR EXAMPLE ON USING TABLE, SEE SHEET B. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3.1/4° SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 40.67 PSF MAX WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER OF IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A 3) 4-,3-1/4-AND 2-7C2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-7/2' SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SIII Height to Max. (+) OP (Water Infiltration Rating) 6111 Rber Haight («J Dosgn (Flat oT Box, see Pmsawa psf Sheet 77J Flush-l-7/2' see mte3 law-z-trr «4a.aT Metllum-3-1/4° +68.0 High-4' +B0.0 SEE NU1 tS I: DLO WIDTH - NOM.PANEL WIDTH -7' DLO HEIGHT= DOOR UNIT HEIGHT - 10.125- PANELHEIGHT= DOOR UNIT HEIGHT -1.866' OH LENGTH OH RATIO 21 OH RATIO = OH LENGTH OH HEIGHT Interlock P-hook Lockstile@lamb S@aight Astragal Assembly W1.111e@ sDilight Astragal 90'Awagal Assemb Lclatile® 90'Aaragal 135'Astmgal Assembly LOdatile@ DIV Aabagal Standard Stiles Standard Stile 'StandardStile Standard Stile Standard5tile Heavyduty Stlle Heavy-duty Stile Hemyduty5tile Heavyduty Stile jlyL`_1—JI-+�_k-TFl Standard AstrallaV .. Outside Comer _11 l-FaY.-IL Inside comer - I I OUWde Comer carrar Cotner Insde Comer Outside corner Part p60 (x2) Part e60 Part M60 Part q60 i5H1e) Partp67 (As[mgal) partpfi0"' -Pan p110((Corner Recelm) Pand119"(Out) Part8120 i1R1 Peaitrti 031a a32 ice 4Fxd MounQ Parta61 PRODUYCT�9REVISED BuildinglIatl vIN the Flarlae NOA-No. 17-0420.12 expiration Data 02117/2020 *:- No. 58705 Caax KAUIN dNa# 1' I ,�, JCKICCi//UNLUM. AIiu-LMIMYHIiI JR OLOYIT C PEYRPD iABIEL opm¢enena LJ \ \� LL®J r„eees s.k e+.e _7 ALYNI M LLENP.E �� J'l sDn770 N75 6 +22 11OT0130 C PEs seT06 JR 1M6'Id .wxDnem .. Design Pressure (OP)and Anchor Quantities Required, (brefl epprovetl eonflguratlons on Sheets 283) ForoomerbsWo.l.Wham9s on W- or 135' emrer tNts, a. sited Maximum DP for all sizes:+601.60 OJay bo Ymibtl by TebN 1A) Doer Let Haight Table applies N Gass Types 4, 4A, al)' G'gal v 0I 120" 6. BA 7. TA 80 0A aM tM BIIINA W,al Type..M Wt.. w1w D ]33/ O ]4 /B OtA D10 9 - IB' LD B1-1/8 10bL8• DLO 0 Iwrtsoup no ar Gmup Arw or Gmup or aB Gmup rOmup Arc Amhv Gaup Anohm Group A B C D A D A B C D A C D A 0 G D A 8 D A a C D A B C D 6 + G+1 Gel H H+1 W1 + +1 G* + ♦ U+ N 1 Ca • 1 G+ GH GH + G+ Gal H Ga C4+1 G+1 +1 Ua T4' DLO Jamb 8 6 6 0 B B 8 6 0 0 a B 0 8 0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P4woK Br) 6+7 6+) a+T 7♦0 +8 7+8 7+0 Na Ta8 �7+6 i+B T+6 7+8 7+9 8•B 8+0 a+9 8+B 9+9 8+0 6+0 B+10 9+10 8+10 9+10 9♦10 9+10 8a10 sell) Heed/elll Gal GH UH GH Ca1 al M. GN Ga1 G+1 GN GN GN UN GH 5+1 Grt G+1 GN Gat G+1 GH Cat Out G+1 G+1 UH Ua1 UN Ua1 3P ab Jimb e 0 B 8 0 0 B 8 0. 6 B B. 8 B 0 10 10 1O 10 10 10 /0 10 10 0 10 /0 10 10 10 PJwah aq e♦7 8+) &i 7+B B T+8 AB ]+B TB ]r0 Ng 7+B 1+8 Hg 9+9 &0 a+9 B+B B+B g+8 BaB B♦10 8+10 8+10 e+10 9+10 BHO 0+10 BNO HBed191ll Get C1+1 Ml U+1 Uai +1 j7+ U+1 U♦ CAN U+1 U+I G1+1 GH Da+1 G♦1 G♦1 Cal GH U+1 U♦1 UM GHl G1+1 G•1 G+1 wl UH Gai G+1 Ca1 Jamb 8 6 B 6 8 B B B 6 8 8 8 a t0 1 10 10- 10 10 10 10 10 10 10 10 10 10 10 OLD P-aosN BN 0+7 a♦) 0+7 7+B ♦11 7+B 7+B 7+B ; -8. 7+B ]+0 7-8 7+8 7+8 ea8 a" 0+8 ea9. a+B w e+9 9+10 0+10 0♦10 B+1a 8+10 9+10, 9+10 9+10 HaaNS01 UN G+1 G+1 GI♦1 Gal a1 U+I Gat G+1 NO NO G+1 G1+1 GH GN1 CA+1 Cat G+1 G+1 G+1 UN G+1 G+1 G+l �i G+1 G+1 C5+1 G1+1 Cat 4Y J6m0 6 6 B 8 8 B 8 8 0 e 8 0 B 0 10 10 .10 10 .10 10 10 10 f0 f0 10 12 10 10 10 0316.0 P-hsak W1 8+] 6+7 8+7 1♦8 8 7+8 7+8 9+a 7+0 7+8 T+0 1+8 7+6 7+8 B♦0 69 8+B B+B ed) 6+B 6+9 W10 B+10 9+10 0r10 9r10 9+10 9+10 9+1Haed/801 G+2 G+2 U+2 U+2 G1+2 +2 G+2 U+2 C<+2 CA+2 Ga2 C++2 U+2 G+2 CI+2 G+2 G+2 GH2 G+2 G+2 CS+2 U+2 C5+2 G+2CS+2 G+2 C9+2 C6+2 G✓L C5+2 40• /XJura 8 e B e 8 8 B B B B 10 B 881010t010 10 10 10 12 10 10 10 12 10 10 10 P.We, 0+7 8+) W) 6+) I+e +8 >+0 7b ]+e )+e 7+e 1+1 T♦e T+B 7+a 8+9 0+9 B+B a+8 a+B B+B g♦e 9♦10 8N0 Bq0 HHO 8+10 9+10 9+10 B+0 sa• �P40 Hoaadm3a 111 Uea U6 2a Ge GB+ Ge+2 UB+ G++ Ge aGa 2 Gs Not available in these sizes e+ a 10 a a+ B7 8+1 T+6 7+ 1+o8 7+8 62 7++ eP O61. NesN991 G+T G+T GN3 CN2 U+2 G+2 GaT G+2 G•3 U+2 G+2 Gat G+2 G+2 G+2 G+2 Janlb 8 0 a a B e B 6 10 8 8 e 10 B 8 B PJwok 1 6+7 6+7 U] 6+7 1 7+5 7+8 1 1+6 1 7+0 7+6 7+0 7+B ]+B HB Tao AB 7+8 t-UK C1J9l1YLC VIV VOIIVV IX6LC, JCC Jr1CCI 0- NOTES: 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3.1/4' SILL. 2) WHEN USING THE 2-112' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, TABLE 2A: POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRIES. UNCHANGED} SEE TABLE 2A. 3) 4', 3-1/4' AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12° SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 61 JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE OH LENGTH �+ (7 � i DI OH RATIO 2 C L SEE NOTES 1-3 OH RATIO = OH LENGTH INSTALLED. - OH HEIGHT n1 n nn rno oeoT nlnlruelneLC eUn currTS Is. +o enG eRRFUn1 v naTe11 S Sill Helghtto Max. (+) DP (Water In®lmllon RaOng) Sill Risor Height (+)Design (Flat or Bar 'see Pmaeure, psi ShWal7) Ptush-l-1W see Wte3 Lew-241 +46.07 Medium-3-1W +6D.0 Mgh-V +60.0 Interlock P-hook LocksOlela Jamb Stralght Astragal' Assembly ,Loduile@ sualghtAnngal 90•Ashagal Assembly Lockstile@ g0'Astragal 135-Astragal Asembly LOcksgle@ 135-Astragal Heavy-duty Stiles Heavy-duty Stile Heavy -duly Stile Heavy-duty Salle Heavyduty Salle ` Heavyduty5tlle HeavyduN+tile7l Heavy-duty Stile Heavy-duty Sills 5rendard Asvagal ,1 Outsltle CgmeJ„ InslOe Cor Outside -- Corner ° Iasi+--aar Comer Iasi e Car.., Outside Corner Part A61 (x2) Part q61 Part M61 Part A6115[ile) part Afi](Astragal) Pan A6l Part A61 (Stile) Part A110(Camar ReceNer) part A119 (Out) part1120 (In.) Part A61 (Stile) Parts A31a 932 ICorn.BPxd Mount) Part A61 IwO+eotwo CH2T.oFAUlHMWIb sell NTS 7 + ULU YYIU I n = NOM. PANEL WIDTH-7" DLO HEIGHT= DOOR UNIT HEIGHT -10.125' PANEL HEIGHT - PRODUCT REVISED BO IIEInglc ng aitb the Nedra moA . 17-0420.12 aspiration Da1A02/17/2020 * No.5B705 TABLE 3: Design Pressure(D%and Anchor Ouangtles Required, (for xg approved configurations on Shoots 2d3) Maximum DP show below fttaomaras0a8e1 ans Aorpe0n 90°of 138'eamer.un0o, aea ehesl ii.. (May be llmxvs by Ta01e $A) Wre UNI HaI Table is Glaas Type. 4, 4A, am I84" be. 96" 102' low, applies & M. 7, 7A, B & &\ and lha 69d/9" D 7STI0' DL Tlg OLD - / D O 9 - /6° 0 97-1 B D StIWAsend typse sham below. Armhm Gm Ananortao Alwhu AnPInr Group Mnha Gm Anahor Gm A B C ❑ A B C ❑ B C ❑ A B C -❑ A ❑ C D AlB C D 17' ps nPravure HasWSB GV7 GN G+1 Uat G+1 G+1 C9a1 VA10.0 C1+1 I U+1 U+1 04+1 GH C4a1 G+1 G!1 Ua1 GN a UN Gal Gal Gil + GN s GN Gat 24' OID Jamb 8 B 0 e 0 8 0 B B B .& B B B B. 8 10 10 10 10 10 10 10 f0 P4ulak 6+T W7 6N 6aT T+B T+B 7iB 7+B 7+8 Tab 7" 7+8 7+B ]VB Ng WB Ba9 W9 019 e!9 BI9 BV9 8i9 Big DaP'as a/a.6 o &7&0 o CM1 Gal G+1 Gat Ua1 GH U+1 CMt Gh1 G+i G!1 U+1 GN Ga1 Uai Gat U+1 C 1 C l U+1 G+1 C441 GNt Uai DLO Jamb e e 8 8 B B 8 B 10 B B 8 10 9 10 10 10 10 10 10 10 P4Rok BN 6+T 6q 6+] 4Tab 7a8 T+8 7ae 7+0 7+8 AB T+8 ]VB AB AB 8!9 1 8+9 1 8a9 1 8i9 8+9 Big 1 8V9 1 sag Des M.U.nP +/50.0 / M412.0 Pat +/-T&0 Par k S' HaMSR U+1 CC+1 UN C4 1 Gat GN 04+1 GH7 U+1 I U+1 I U+1 UV1 1 GS+1 I 9+1 UN GVf C6+1 C6a1 I C4a1 I Gal C8+1 C5+1 CNt GH li DID Jamb 70 B B 0 1l1 0 B s 10 B B B 11 10 a a 12 10 f0 70 to 10 10 10 P-hVex 6+7 6+1 H] W7 7a0 7+0 T+B Tab NB ]+B '"I]+0 a+9 0ae ea9 8+9. I. Bag 0+9 B+B Ba9 B+B 8+9 1 849 Galgn Pressure *F90.0 / +/.8x.5 sf +P76.0 of B6' He d CN2 C4a2 Gat Gat Gil C4+2 G912 I:NR Cea2 W+2 G+2 C6+2 C5a2 G+2 CSa2 C54R C0+2 CSi2 C5+2 W42 W+2 Csl2 C6+2 C6a2 �, DLO Jem0 10 8 II B 10 B B B 12 1D B 0 12 10 B 8 12 10 f0 10 12 10 10 -0 P4 ok 746 7" T+e 7+B T+8 7+a TV8 7+B ea9 Ba9 0+9 8+9 0a9 Ba9 8a9 B19 Ba9 8+9 0+9 Ba9 s+e 8+9 a+9 a+9 Dasgnpmaus N-0B.0 ps/ Nad=.A a/A2.6 pef +f-7&O paf 41' HeeW501 C6+2 C8+2 Ua2 Gil C6+2 06+2 C9+2 (35i2 C6+2 C5+2 06+2 C5l2 C6+2 C6a2 i2 Cba2 C6+2 C6+2 C5+2 GV2 CW2 Wag C5+2 C5+2 DLO Jenb 10 8 B 8 12 10 B B 12 10 8 B 14 12 8 e 14 12 f0 t0 14 10 10 10 Piwk T+B ]+8 ]iB 7ae Ba9 8+9 8a9 0+9 Ba9 Ba9 Big 8+9 9+10 9a10 1 9+10 9+10 9a10 9a10 9N0 9N0 19,0 9+10 9+10 rev,=...�,-00.0 r�r �....., °...,...,. �V-•EXAMPLE ON SHEE-. NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL DLO WIDTH= 2)WHEN USING THE 2-7YY SILL, POSITIVE WATER DP IS 48.67 PSF MAX WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES NOM. PANEL WIDTH-7' UNCHANGED). SEE TABLE 3A.I 3)4-,3-1/4'AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 14W SILL IS NOTAND DLO HEIGHT= DOOR UNIT HEIGHT - 10.125- MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN INn -, TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.' �, DOOR UNIT HEIGHT-1.B6V 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCEAND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TOBE INSTALLED. ` ene1—r.JcinArC nnln eV111e x 10 VMR ARCVAARI V rtF Ails l HthULLUWINU p IILC1AJ1rvavn4, rrco orrrv.. uc oo 1 ..... Stright Astragal ._ LadaUle@ . 90'Asbaga1 Lotlsille@ 1350Astragal Lo"le@ In[eHoak P-hook Lackstile@lamb Assembly Straight Astmg4 Assembly I 900AAagal Asumbly 135'Astagal HeaW4,y Shcss Heavy-duaySUle Hewpdary5tile HeavYdulySUle Heavy-0utYSUle Heav, dury5t0e Heavy -dory Stile Heald-duNStlle Heavy-d Stil e Hearydury Astagal . OUDIde Cublde IBflde Came-J Ip,�� yam- 1 ICfd'I p Lk� ''j�I e1Jj1 [arlwr-i Intl � Comer outside eLIU Irulde COLj�I mer�l� Corner Part p61 (#) Part B61 Part tl61 Prt06a(5tile) Part q6B lgstagaQ Part 061' Partmill(Comer Part 1120(O.) Part tl120 (In.) Paris#31&tp32 Parttl61 BeteNer) (Corn.& Fxd Mount) 8 - 22 1 PGT0130 Sill Helghtto Max. (+) DP (Water mrYlreBan Redng) 5111 Riser Height (,)Gsgn (Fle[or Boa, aee Pascma Psf 9hea117) Fluah-l-7lx' aea mle3 Low-x-7n' a48.W High-4' +80.0 SEE NOTES 1-3 OH LENGTH OH RATIO a 1 OH RATIO = ON LENGTH OH HEIGHT PRODUCT REVISED BulEngI18.x.wih the Flwi4R rli 140 0. 17-0420.12 Explrae0n ❑vt0O211712020 *,. No S8705 NOFRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE'CS'CLUSTER SEE AMB (9)P-HOOK ANCHORS, SEE'C5-CLUSTER MAX UNIT WIDTH" DETAILS, SHEET 70 SPLICE REQUIRED (PERPENDICULAR TO GLASS SEE "C5'CLUSTER DETAILS, FORASTRAGAL DETAILS. SHEET 10 FOR NOTE,PLANE) EXTERIOR SEE TABLE 2, SHEET 7 REQUIRES'CG SHEET IO FOR INTERLOCK INTERLOCK 24°MAX. O.G THIS KETS AND CLUSTERSEE DETAILS, SHEET II(10OUNTINK SHEET EE POCKET PANEL48"ID r-___• ANEL WIDTH AMB MOUNTING x d "z xz�-NSTALLATION, wtlA x x x x ADAPTER xxx z JE HIS SHEET ANCHORS MIDWAYio 4PAIRS OF SHEET 14 BETWEEN P-HOOKANCHORS 1, AT 3' °i FRAME x ANCHORS FROM TOP &OTTOM14•NAKO.C. ANCHORS 10i 21 UNIT ANCHORS)4.061" IIo O'G'JPERJAMB TO OPENING y�° I �'I O9=P-HOOK . HEIGHT EDGE OFPOCKET SEE 14 O ANCHORS (SEEJAMB " INSTALLATION I®I o1-1-4----'O'G' Z DETAIL DETAILS'Jc'&'Kc', i�g®i I I / TRO=P-HOOK BELOW) END PANEL SHEET 14 & PART 20 I � MOUNTING ) 24° MAX ANCHORAGE DETAILS'J'8'K, i®j oI S'MA%. ADAPTER " ANCHORS (2 ANCHORS) SHEE719 FOR I L( I.. O.C. P-HOOK _ 9 PAAJ( _ - x x x END PANEL ANCHORS xx zzaz x x x ANCHORAGE e'MA%. ....JJ��ANCHORAGE(SEE ANEl D CHORAGE ¢El x� xxx xx, xx xxx z, �VI' (SEE SKETCH BELOW)' �,+. �v vY SKETCH BELOW) CENTERLINE SMAx^TMR• ANCHOPAGE ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OFPANEL f 2.04' 24' MAX. EXAMPLE: 6-PANEL.2 TRACK, 90° OUTSIDE CORNER -OXX=O -EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 48' x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6. SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1 1) APPROVED ANCHORS: SEE TABLE A SHEET I 2) ANCHOR LOCATION SPACING FOR ANCHOR CENTERLINE OF QUANTITIES SPECIFIED IN TABLES I-3, SHEETS 6-8: O • INTERLOCK HEAD & SILL: 8" MAX FROM FRAME CORNERS. PANEL SEE -CS -CLUSTER USE TE WIDTH ES, SHEETS 6-8 AT EACH INTERLOCK DETAILS, SHEET 10 TABLES, SHEETS &41 AT EACH INTERLOCK AND STRAIGHT AND CORNER RA LOCATION, FOR INTERLOCK DD PLUS SPECIFIED QUANTITY OF ADDITIONAL '+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. 3.6° ADDITIONAL ANCHORS 24" O.C. MAXIMUM. ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE TRM HEAD OR SILL IFA SPLICE 21• E5 OCCURS AT THE P-HOOK. MAX PRODUCT REVISED O.C. a. corn,l&, with tha Florida SWItlln9 Lode NOA-No. 17-0420.12 S'�• 1�1 Jill Expixatiom Oat 2/17/2020 6—MAX. t Be mla ud con a OF PAN CENTERLINE - JAMBS & OOK) UTILIZING S' MAX FROM BOTTOM. MAX. ANCHOR PAIR O.C. (JAMBS), 14'ET ".. ANCHOR OF PANEL2 O.C.(P-HNCHOR DETAILS SHEET FROM APPROPRIATE TABLES, SHEETS B-0. SEE �2-TRACK P-HOOK ANCHOR DETAILS ON SF¢ET 14. FRAME JAMB +2"ANCHORAGE ANCHORPAIR REQUIRES CENTERLINE SEE-05"CLUSTER CENTERLINE ENO PANEL 'CS" CLUSTER, SEE L.� DETAILS, SHEET 10 �'�� ANCHORAGE DETAILS, SHEET II I INTERLOCK FORASTRAGAL� I ASTAGAL (2 ANCHORS)�� g• e nc,. _. I �, , i� a c 1 udy CENTERLIN EXTERIOR V-- I OFPACENTNEL/3 LNE .-2-ANCHORAGE—I"'-OFPANEL4 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS tpm TEc]prcaoarawvE ... _. NYFMCER3tli6 ir^ I�CENTERLINE OF PANEL 5 Ar aamvn c'coRRECTEOExANPLErouPOAnmANaroavnwEs fFFG WA111RYRE99Lf SERIES 770 ALUM. SGD-LM IMPACT n—bX ws ws p4gA"^w'„'4a ® - ^'" 0.LYIiNNILLER, P.E JR f0H094 _ _ - - _ $OWN 'AlT$ w'9 x 22 MT0120 O P.EP'.il]OS B- OIAG. ASTRAGAL OR �� SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 2,04• INTERLOCK--IIF NEEDED INTERLOCK-1 CONDITION, USE IRLOCK� I IF NEEDED 2.04' CENTERLINE I CENTERLINE 'CW CLUSTER DETAIL) CENTERLINE 1 1.76' 6' Dw0. 7. 1.75' y 5� "O G MAX R O.C. 204' 2.04- 2A4' 21' 5.64' MAX jU3 7" 4'OwG. IXIENOR 7 3.5' O.C. IT-T1 E%TfMOR ]- F7 V 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 6• 5.64" LN ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK (N ASTRAGAL OR INTERLOCK �2dRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6-MAX ANCHORS ARE REQUIRED.'C4) ANCHORS ARE REQUIRED,-CY) ANCHORS ARE REQUIRED.-6') ANCHORPAIR T ASTRAGAL OR SPLICE LOCATION INTERLOCK�IFNEEOED CENTERLINE I ;kt4kV ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION; USE* CENTERLINE ,'CS -CLUSTER DETAIL) FMEFwoR ElD>�=RII A 1 :�t 4' DAG. v 3-TRACK FRAME HEADISILL v 3-TRACK FRAME HEAD/SILL QASTRAGAL ORINTERLOCK (oIASTRAGALORINTERLOCK, (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C41 ANCHORS ARE REQUIRED,'C5) ASTRAGALOR.SPLICE LOCATION INTERLOCK —{.. IF NEEDED 1.75, 3.5' 2.OP a• DwG. F%1ERIOR 4-TRACK FRAME HEAD/SILL PASTRAGAL ORINTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4') 1 2.04' V 4.08' ASTRAGALOR I(FORSP,LICE INTERLOCK CONDITION, CONDITION, USE CENTERLINE. I •06' CLUSTER DETAIL) 4-TRACK FRAME HEAD/SILL d0A RAGAL OR INTERLDCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "05') Iarquurem cExxr.rxnuntasan 3RSPC LICE LOATION CK"["IF NEEDED NE K r 4.4 li--1 3!%-t 3 3.5° 3-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'M ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, DO NOT CENTERLINE ' USE THIS DETAIL) 3S' I--- ) 4-TRACK 6-DIAG. FRAME -JAMB ANCHOR PAIR 2.D4• ANCHORS MAY BE INSTALLED 21• EITHER IN THE EXT. OR INT. MAX TRACK(PTT.SHOWN) O.O NOTES: 564, 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 6' MAX 2. FOR HEAD OR SILL SPLICE 1T-- LOCATIONS/ANCHORAGE AT I bTRACK FRAME JAM' P-HOOKSEESHEET9. ANCHOR PAIR PRODUCT REVISED FORSPLICED BulimtotlsWlu Na Florida CONDITIONS ONLY: NOA-No. 17A420.12 3.5' 4' DwG. 2.04' 4• DIAG. 2.D4- TMIOR r Cj 4-TRACK FRAME HEAD/SILL 11ASTRAGA' OR INTERLOCK (USE WHERE B CLU STER ANCHORS ARE REQUIRED.'CY) WITH 8 WITHOUT SPLICE CONDITION 10 • 22 L * i Nn 68705 "'ONAL ENG�� pill ❑LIB ALY IQIUEP.P£. RE258105 2.04' >N+Ewoa ILIT I ----a 35 I .' I� 2.04'�I -4R /\> G06 CORNER 2-TRACK FRAME HEADISILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,' 4.08• NTERIOR 4• 4.08' 0.12' 2.04' RERIO 4'. 3.6' 2.04' T• - E%LEFIOFI 00- CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5OR& CLUSTER J ANCHORS ARE REQUIRED, •081 IXl£wOq 3.5' I alas 7' I C 4.08` r 4• 204' � 4' 20' ExrEwoa 8.94- / - 13V CORNER - 135'CORNER _ 2•TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL - (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED,` ANCHORS ARE REOUIRED,'CB') INRIOR '-1-ANCHOR 7.41- 13 .3 ' KEROR 7' CENTERLINE ( 3.5- 4- 1 ' ,(' ._..{ 3.5• OFPANEL 74- IlmE N Y2'ANCHOR 7'Al DO' CORNER 3-TRACK FRAME HEAD/SILL 3. ('CB' ANCHOR CLUSTER REQUIRED ('CS•) AT ALL 3-TRACK CORNERS) A- 6.12• 2.D4' 22 RICONTERIOR je- 1R 4' 3.5' r E%TEMOR 1--- r -'1 90'CORNER 4-TRACK FRAME HEAD/SILL ('C8' ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) NOTES: 7. ALL DIMENSIONS SHOWN ARE BASED ON M 2. DETAILS DEPICTANCHOR QUANTITY AND S IDENTICAL FOR EXTERIOR OR INTERIOR CDR 6.12' 135-CORNER EXTERIOR rL VIEWS RACK FRAME HEAD/SILL V NCHOR CLUSTER REQUIRED ALL 3-TRACK CORNERS) 4.OIAG. &WENOR.2.04' 35. CENTERLI NE ILOFPANE iss,'+3-ANCHOR 4.D8 4' DIAG. 1 3.5' ' 3.5' I10ENTERLINE E I0R 4 2.O � 735'CORNER I—OFPANEL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ('C8• ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) - (3-TRACK SIMILAR) BE '+2-ANCHOR 2.04' 4' DIAS. 3.5"%�RCENTERLINE OFPANEL 't3' ANCHOR 2.0 4' DWG. 7' CENTERLINE —OFPANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT PRODUCTREVISED .. ... W ..s. Ne FIRHda .1,10. 17-0420.12 6aplmdon Dam 02/17=20 * ; Na.58705 r a s.Ws i004H9MY1f>4 m'•m+� 3 -nnmru YN wZZ ""POTO}30 ^CRPNS. ALIPEkNO cm�Owusm¢seilEoRs,PE INSTALLATION DETAILS EMBEDMENT: SEE TABLE q SHEETI EMBEDMENT: SEE TABLE A SHEETI MIN. OF3TMREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A, SHEETI SEE TABLE A, SHEETI SEE TABLE q SHEETI 2-7f78'• 2-1/18'• 2-il16"' NOTES: 1/q• 7/4' 1/4^ 1. ALL DIMENSIONS MAX ocyEwo SHIM PxTEwoR SHIM BASED ON MYIN. ALLOWED. SHIM 'j j q 2. METAL OR WOOD EMBEDMENT: 7 T - SUBSfRATESMAYBE SEE TABLE A, USED FOR ALL FRAME SHEET I WOODANCHORTYP., 2X _ _ WOOD '•WOOD ANCRORTYP., •METALTYP., SMS ANCHOR TYP., TYPES PER TABLE A. SHEETI. 2XWOOD SEE ANCHOR NOTES TYR, SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR B TABLE A, SHEETI NOTE 3, SHEETI &TABLE A, SHEETI NOTESHEETI &TABLE 0. SHEETI A, NOTE 3. SHEET i FRAME HEAD FRAME HEAD 0 _ . S FRAME HEAD • DIAGONAL O.C. 18 MIN 4• (HEAD & SILL) L ® WOOD I WOOD INSTALLATION WOO I 0x WOOD INSTALLATION METAL INSTALLATION METAL I OR B'(JAMB)SEE WOODANCHORTYR, 2XWOOD WOODANGHORTYP., . 2XWOOD SMS ANCHOR TYR, METAL TYR, DETAILS, SHEETS 10&11. 5EEANCHORNOTES TYP-,.SEEANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEEANCHOR NOTES SEEANCHOR &TABLE A. SHEETI NOTE 3, SHEETI SEE &TABLEA.SHEETI NOTE3, SHEETI SEE &TABLEA,SHEET/ NOTE 4, SHEETI ANCHOR ANCHOR&Q MIN. OF3 THREADS BEYOND ,SEEANCHOR NOTE 6, SHEET NOTE S NOTE 5, THE METAL SUBSTRATE 1 (1/4• MAX) SHEET 1 ...... - v. I SHEET 1 1 -......... , r. » ,. - T MAX.) .. (1/4• MAX) T P.%1E I FxEwaR exrtRlu+l EMBEDMENT: SEE �2-1/16"' TABLE A. SHEET 1 ` 2-111B'• 2-1H6'• EDGE DISTANCE EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A SHEET 1 EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET I 3-TRACK FRAME SILL WOOD INSTALLAETION WOOD INSTALLATION METAL INSTALLATION EMBEDMENT: SEE _ TABLE A SHEET 7 PRODUCT REVISED as mpylneo M'lu, u• Flerlao BUIlEIn9l:aa EMBEDMENT: SEE NoA- 17-MO.12 TABLEA,SHEETI.—�`I EDGE DISTANCE: �( SEE TABLE A. exviro6on Dam 02f17/2020 EMBEDMENT. - I METAL TYP., SEEANCHOR SHEETI rem m uc ET1SEE SHEET TABLEASHEETI~ EDGE DISTANCE: 'NOTE 4, SHEETI nbo EDGE DISTANCE: SEE TABLE A 2X WOOD SEETABLEA, 2XWOOD SHEETI TYP., SEE ANCHOR SHEETI TYP SEE ANCHOR 2-1/18'• NOTE3,SHEETI NOTE3,SHEET7 SMS ANCHOR TYP., SEE ANCHOR NOTES 2 7/76„ 2-117fi'• &TABLE A, SHEETI WOODANCHOR.TYR. WOOD ANGHORTYP., MIN. OF SEEANCHORNOTES SEEANCHORNOTES THREADS UII B TABLE A, SHEETI O & TABLEA, SHEETI BEYOND THE NOY LYNN E%TFAfOR 1/4• MAX SHIM +I E%IQUOR .. METAL SUBSTRATE 1/4' MAX SHIM —.41--- 1/4'MAX SHIM If '1F; No. SeryLS �2-TRACK FRAME JAMB 3-TRACK FRAME JAMB WOOD INSTALLATION 4-TRACK FRAME JAMB 0 METAL INSTALLATION WOODINSTALLATION fOMYFNR ANCHORAGE DETAILS Ng�L��E�NG`��� a. rERr. cr,wrN>�v SERIES 770ALUM. SGD-LMIMPACT agCdly C .N004WCE5Iw55R££T. wrwv — � r x. P. LYNN 1In P.E.tv:gW�omp w<� nr wv+.asx.s ® scayro NTS 11 +22 PGT0f90 C PEJ6a105 JR iMlaHd INSTALLATION DETAILS EMBEDMENT: SEE TABLE A SHEET I EMBEDMENT: SEE TABLE A, SHEET I NOTES: EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: - 1.ALLDIMENSIONS CONCRETE TABLE &SHEETI CONCRETE ,IE BLE.A, SHEETI CONCRETE SEE TABLE A, SHEET I SHOWN ARE BASED PERTABLE 2-1116*- PERTABLE glryg•• PER TABLE 2-1/ig•• ON MIN. ALLOWED. A,SHEETI A, SHEET A,SHEETI, I/4• .•.. ,. ,.., E%TERIOfl �. ,.@'. �� .. :: '�..••. I .-� .. ..•r .....r c..... .. ,. ?.::.:.:!,.:...y a'i '..= : :.''::' �•r• :::; :'•:r.2:. ^MAR MIN4 1 r SHIM M LlHEADSILL) OR 6° JAMB SEE EMBEDMENT: I/4• E%TEMOflI L 1l4'glpR DETAILS, SHEETS SEE TABLE J MAX a. 10 & 71. SHEET I SH M SHIM PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYR, PROPERLY SECURED 1X CONCRETE ANCHORTYP., WOOD BUCK TYP., SEE SEEANCHORNOTES& WOOD BUCK TYP., SEE SEEANCHORNOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& ANCHOR NOTE 3, SHEET I TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 HEAD CK FRAME HEAD NCCK EIME 14EAD CONCRETE INSTALLATION ®NCCK EIN COE NCRETE INSTALLATION CORETTNTALON CONCRETE ANCHOR TYP.. NT' SEE PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX SEEANCHORNOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOODBUCKTYP.,SEE TABLE A, SHEET ANCHOR NOTE 3, SHEET TABLE A, SHEET, ANCHOR NOTE 3, SHEET I TABLEA,SHETI ANCHOR NOTE 3, SHET, EEANCHOR SEEANCHOR SEE ANCHOR TE 6, SHEETNOTE 1 MAX)] 6, SHEET I - .NOTE 5, SHET i� (1/4' V 1 (1/4•MAX) („4•MARj 1 • • ,. .., 1 EXTEEMOR T., EM Wfl d: f,' :. �.{�ti i{.. ;: ': XTJ_ENOR .:: ` CONCRETE " 2-1/IB°• 2-1li6" 2-1 /18" PERTABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A. SHEET SEE TABLE A, SHEET i PERTABLE SEE TABLE A, SHEET 1 PERTABLE SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEETI A.SHEETI EMBEDMENT: SEE TABLE'A, SHEET I A,SHEETI,. EMBEDMENT: SEE TABLE A, SHEETI FRAME CRNS NCC OCORETE CONCRETE INSTALLATION 6 CONCRETE INSTALLATION INSTALLATION EMBEDME _ ' PRODUCT REVISED TABLE A, SHEET anco pl Inx,O with e Florida n �o EMBEDMENT: SEE '. Bmiaie NOA-Nm 17-0420.12 TABLE A, SHEET1 EDGE DISTANCE: ' EDGE DISTANCE: SEETABLEA P.glnOon Data 02/17/2020 EMBEDMENT:SEE �t CONCJCMU ANCHOR SEE TABLE A. PROPERLY SECURED IX WOOD BUCK TYP., SHEET Dy Mirror unvn TABLE A, SHEET -SEE TYP., SEE ANCHOR - SHEETT --F— ANCHOR NOTE 3, 'r- EDGE DISTANCE: NOTES A,SHEET7 PROPERLY SECURED -'•_ i*: IX WOOD BUCK TYP., SEE TABLE A, SHEETI 2-t/18'• SEE ANCHOR NOTE 3, SHEETI `: 2_t/ig•• CONCJCMUANCHOR SHETI _ TNCIGMEANCHOR ' CONCJCMU ANCHOR > 2-1/78•• RED NOTES &TABLE A, TYP.. SEE ANCHOR Ix WOO BUCK 1X WOOD BUCK TYP.,—SHEETI 5" - CONCRETE NOTES STABLE A, - SEEANCHOR NOTE 3; CONCRETE OR CMU `IIII II NI]II \�1i C....EN... �%1�Y1 SHET 1 SHETI CONCRETE :. OR CMU E%ITET'tIMOR i; PERTABLE EXTERICR EXTERIOR ¢: A. SHEET EAEBTLi A,SHEETI V :. tic p �S ��'I I V 1/4- MAX. SHIM F.-- IF TTt1 '� I-`. 13 Na A, SHEETI V 1/4° MAX SHIM 7/4"MAX SHIM F-- ] * ; 58]0.6 -*- 2-TRACK FRAME JAMB 3-TRACK PRAME JAMB 4•TRACK FRAME JAMB INSTALLATION q = V ! T,1 - ' 1 '. I �' CONCRETE/CMU INSTALLATION Bc .DONCRTE/CMU INSTALLATION CONCRETE/CMU s ' � '• 5T 10)0 ]EGIAnLWYpwLE mam ANCHORAGE DETAILS AIAI t'ERremanxrivas SERIES 770 ALUM. SGD-LM IMPACT 101UT1P1P JR 0lNYf) C NO GGWGES THIS SHEET. wnwurems 0 ayy„R, y. ns owux. re ALYNN NRIER, P.E RJR 7diNU � ur�sr"9LB1gre� � aMi]]o NETS f3 s 22 PGT0130 C p.EAseios a INSTALLATION DETAILS NOTES: 1. ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIREDATALL 2.893"MIN. ON MIN. ALLOWED. INSIDE POCKETS _ EDGE EMBEDMENT: SEE TO PREVENT .; �E' DISTANCE 2. FIGURES ON THIS WOOD'. FRAMING TABLE A, SHEET RHOOK MOUNTING ADAPTER WATER SHEET ARE FOR ILLUSTRATIVE WOODANCHORTYR, INFILTRATION ON 'CMU o SEE ANCHOR ANCHORTYP..SEE PURPOSES ONLY. SEE EMBEDMENT: SHENOTET I $ TABLE A, SHEET 1 2S ANCHOR NOTES 8 TABLE A, SHEET I FOR SEE TABLE A, (ALSO SEE TYP. TABLE A, SHEEP I ALL APPROVED SHEETI 28 (ILLUSTRATION, SHEET 9) :°_�;,';!j',.'];% „ ;. IAX MIN. EDGE DISTANCE SUBSTRATES. —EDGE, DISTANCE: SEE fi t':'•,••',`; '•-:; Ex1EBIw+ S. SEE TA13ES 1.3, TABLF A. SHEET EMBEDMENT: ^^''"" "0 "' <: .iv",� SHEETS 6-8 FOR SEE TABLE A, �.",:'f,:,':"•: Y"-; ��'': :'; .y.-n. P-HOOK MOUNTING REQUIRED P-HOOK 26 EXTERIOR SHEET7 °;;. `_. �.`:' '�+''.'1 ADAPTERCONCJCMU AND P-HOOK PHOOKWOOD ANCHOR TYP.. _fl. "!�1 "��>P-HOOK. +'• �':'. ANCHOR TV., SEE MOUNTING ADAPTER ANCHOR QUANTITIES. SEE ANCHOR NOTES CONCRETE ANCHOR NOTES&TABLE ALSO SEE EXAMPLE&TABLE A, SHEET �- LE CMU TESTABLE, EMBEDMENT: SEE A, SHEETI ON SHEET 9. (ALSOSEETYP. 2.693-MIN. A, SHEET7 TABLE A, SHEETI (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EDGE DISTANCE ILLUSTRATION, SHEET 9) FOR USE WffHFLAT SILL RISERS FOR USE WITH ANY SILL RISER Jw ®P-HOOK PARTS #18. #20. #220R #24, ®P-HOOK Jc PARTS #18.#20.#220R#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES IA, 2A & 3A MAY ALSO BE INSTALLED IN (SEE TABLES IA, 2A & 3A MAY ALSO BE INSTALLED IN FORWATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEEANCHOR EMBEDMENT: SEE P-HOOKMOUNTING CONCRETEOR EMBEDMENT. SEE ADAPTER CONCJCMU NOTE 4; SHEET i; TABLE A, SHEET 7 ADAPTERSMS CMU PER TABLE TABLE A SHEET ANCHORTYP.,SEE BEYOND ANCHOR TYRNOT SEE q, SHEET7 ANCHOR NOTES &TABLE THE ETDS BEYOND THE METAL ANCHOR NOTES 1.1-i'... °..:i ".1 ; )' _ A, SHEETI SUBSTRATE &TABLE A, SHEET EMBEDMENT: (ALSO SEE TYP. -"' "'' ' r.^. :fC: %.•r'.��`,C t;;; ``•. (ALSO SEE TYP. PRODUCT REVISED ILLUSTRATION, SEE TABLE A. �' •' .'+,; ,: •i ILLUSTRATION, SHEET 9) L W In9 wfa as weda. emlain9 �oao EMBEDMENT: 1 SHEETS) - SHEETI •'•' „r. ..:. >�..... I� se xaA-xo. 17.0420.12 SEE TABLE A, G DISTANCE: SEE i'r" eplmxon OL 2/17/2020 SHEET 1TARI E A, SHEET 1 1-114" MIN. EDGE DISTANCE 3a 30 my MIL. ntro P•HOOK SMS ANCHOR TYP., py� P-HOOK CONCJCMU EKTEIaoR SEE ANCHOR NOTES _T7 ANCHOR TYP., SEE Tl &TABLE A, SHEET V ANCHOR NOTES&TABLE V (ALSO SEE TYP. 2.693' MIN. A, SHEETI 2.893' IN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ' ' ILLUSTRATION, SHEET 9) 011IINff f P-HOOK FOR USE WITH BOX SILL RISERS - P-HOOK FOR USE WITH BO%SILL % RISERS Y Lr ..... ��•��..�1lj r. PARTS #19,#2I. 9230R#26, EXTERIOR PARTS #19.#21,4230R 425, EXTERIOR aa UCFN9 "•.! METAL INSTALLATION CONCRETE INSTALLATION (SEE TABLES IA 2A&SA MOUNT (SEE TABLES 1A, 2A& 3A MOUNT Yr. No. B370g •' FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY = *_ f � � ' S TE • `v = fom1EYMN(ALVVAMSE - x nae.. ANCHORAGE DETAILS OF� : ',�FSS •.`,<oRIOA,: •G�?�� tWAf#wOsrom pi ENp` oausnr c cFAr. CfAIOxATon SERIES 770 ALUM SGO-LM IMPACT 11AL JR xoduxaes iRl9 sxFF= monw.em ® w,....e r.. .er Lm.. .., A LYEA5 RP.E. JR lMid14 ��xs®nm'F ^ rw o->m NTS }4 +22 PGT0130 C p.EA Elms R CONFIG. EXAMPLES MAX UNIT WIDTH ... MAX. UNITWIDTH HEADER DETAILW, MAX. NOM. PANEL WIDTH SHEET 18; INSTALLATION DLO . TYP. PER TABLES iJ DETAILS'Ave &'Ac', WIDTH INTERIOR SHEETS I2&13 NOES: En RIOR 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS 80' ABLE. SEE DRI APPLICABLE. SEE DP/ANCHOR EL E PANEL TYPE PANEL CORNER DETAIL 74T. TABLES, SHEETS e-B FOR MAX • AT TYPE SHEETI9&OORNER PANEL HEIGHT AND WIDTH, SEE 'M ANCHORAGE SHEET 11 SHEETS 18 & 19 FOR SECTION MAX UNIT DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. MAXEL.. IN . MAX. HEIGHT DLO INTERLOCK DETAIL 'M', PANELTYP. ' PER SHEET2)(1) LOCK(ITEMS 75&107-110)AT HEIGHTHEIGHT T;B�LES rERa3 IMEwoREACH LOCKSTILE, LOCKING INTO S 1.1KEEPER (ITEM 103) AT FRAME JAMB ORASTRAGAL 3)PLEASESEEAPPDCABLE ,r�JAMB X DETAIL'G3', SHEET 18; INSTALLATION DETAILS ASTRAGAL & INTERLOCK X 'GW &'GO, SHEETS 12 & 13 COMBINATIONS PER DP/ANCHOR TABLES. DLO WIDTH= NOM. PANEL WIDTH �I -Dr, 1 DLO HEIGHT a p00R UNITIT HEIGHT-10.125' SILL DETAIL SHEET 18; INSTALLATION DETAILS EXAMPLE: 90°INSIDE CORNER 4PANELS -XX/XX PANEL HEIGHT= DOOR UNIT HEIGHT -1.866- 'OW & 1Y. SHEETS 12 & 13 SILICONE STRUCTURAL HOT -MELT BUTYL SILICONE STRUCNPAL SILICONE 1I4• 5/+S'NOM. ^ BYOTHERS POLWYrrHDESICGNYE I npR PANEL CORNER DETAIL FRAME CORNER DETAIL Part# Descrlption Material 124 KOnvindin94513TPSSpacerSystem 125 Quanex Super Spsoer nXr with Hot Melt Butyl See INS Sheet for126 Ouan" Dumseal Spacer Materials 127 Cartllna170. Edge Spacer REFERENCE TEST REYORIS: 114.T1 r,. .--I- 44 BUTYL& ROLLf'" D DESICFOM STA 0=1 STEEL FOAM EXT. GLASS EXT GLASSY +11+111111 // 8DURASEALO SPACER +m XL EDGE -SPACER omTacNNaoaYOHrrE .eW' R viamm "m ANCHORAGE DETAILSIEMMPLEELE (w1)+e fm cFxi o<Avixrome SERIES 770ALUM. SGD-LMIMPACT soo-rm N75 15 •22 ...`v PGTOI3O DJAN...... A( ' UCENSF • :�C( �� * No. 5870b -_ i CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETALI M', SHEET 19 OPERABLE JAMB DETAIL (Ny--� '-INSTALLATION DETAILS' /FI%ED JAMB DETAIL'G2', ASTRAGAL HEADER' DETAIL' A', SHEET SHEET 18:INSTALLATION DETAILS'LV& 18; INSTALLATION DETAILS DETAILS.'GW &'Gc', L2, SHEET 19 'AW $'Ac', SHEETS 12 & 1l S ri, MATT f GHT R SILLDE'TAIL '0, LES SHEET 7S; INSTALL DETAILS 'DW & DO, SHEETS 12 'GO, SHEETS 12 & 13 HEADER DETAIL 'A, SHEET 18; —INSTALLATION DETAILS'AW 8'AO. SHEETS 12 & 13 9G° PPNEL TYPE PANEL PANEL TYPE TYPE 'Os...... 'OS' NOM. PANEL WIDTHTYP. DLO PER EIGHT TABLES 1-3 MAX DLO JAMB DETAIL -GY, SHEET 18; INSTALLATION DETAILS 'GW &'Ge, SHEETS 12 & 13 PANEL TYPE a n INTERLOCKDETAIL MAX 'M', SHEET 19 UNIT HEIGHT 90' OUT810E CORNER 777% DETAIL'NT. SHEET 19 & SEE TABLES CORNER ANCHORAGE NOTE 2, 13 SHEET 11 ABET 16 i a RIOR EX3EBIOF NOM. PANEL A'h&13,� % % % X WIDTHP. TYLR" PER TABLES J 1-3 SEE FRAME & ASILL DETAIL'D'. SHEET 18; MAX. UNIT WIDTH MAX UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS CONSTRUCTION DETAILSSHEET i6 2-TRACK •OW& DOS SHEETS I2&13 EXAMPLE: 90e OUTSIDE CORNER -XXIXX(2-TRACK) JAMB DETAIL'17', SHEET 18; ASTRAGAL DETAILS'L7' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'W & l L2, SHEET I9.� ,1 INTERLOCK DETAIL'M', SHEET 19 'Id SHEETS I2&13-\ HEADER INSTALLATION SHEET u ' HEADER DETAIL ( 18; INSTALLATION 12 & 13 JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' &'W. SHEET W. SHEET 18; 1 CN•& Cc', SHEETS 12813 18. INSTALLATION DETAILS 19, INSTALLATION DETAILS'J,v', INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION DETAILS'BW &'BC, DETAILS'IW & le, SHEETS 12 & 13 'HW 8'Hc', SHEETS 12873 'Jc,'KW &'KO', SHEET I4 PRODUCT REVISED - - •SHEETS 12813 cemPlvin witM1 NO Floritle MA%UNR WIDTH MAX UNR WIDTH NoA_m. ce� 17-0420.12 NOA-Ne, Gpi.U.. Dab 02/1712020 IIII /y- HEETS 12 & 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'U T. IN NOM. PANEL UN HPIE MAX W� R SEE TAB DLO TABLES I3 NOTE2, i HEIGHT L�=u O MAX UNITWIDTH MA) HE I TA PANELPANEL ---, PANEL PANEL TYPE TYPE TYPE TYPE ,R. 2, ,M. .F, UNI gg1 GHTT ER PANEL WIDTHTYP S 3LES MA%. SEE PER S 3 DLO NOTE2 TABLES I3 3 1 HEIGHT SHEET i6 a D EXAMPLE:OXXXp SILLDETAIL'E',SHEETIB;� (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ec, SHEETS 12 $13 aTir. oFnum.tmnae PAN EL PANEL PANEL PANEL -TYPE TYPE. TYPE TYPE IF, 1p MA NOM. UN HPC WIPANEL DTH TYP. % SEE MAX. PER TABI —NOTE 2. DLO TABLES I3 1i SHEET 16 HEIGHT ,�� X X O C T FIT t ES EXAMPLE:XXXO SILL DETAIL P,SHEET 18, (4-TRACK. BY-PASS) INSTALLATION DETAILS 'PW & TV. SHEETS 12 & 13 *j Nc. U705 -TI �. mb-__ ALYNNMIHERP.E. JR iNiSH4 .uimrmsF,,i® 60D.n0 lViS i6 • 22 PGT0130 C P.EC591M PANEL'S RIGHT STILE TYPE PANEL SINGLE INTERLOCK SINGLE INTERLOCK FIXED L/C AB RAGA AS RAGA BOXCOWHBO IN OCKSHLE BOLOCKWI E 90PEECCENM BORECENER EnCOMM ER 35 RECENFR ff COMM INTCOMER DECEIVER TYPES OCT IN SRE DtE WI HANDE BOXO BOKIN w/HANDLE W/HANDLE W/HANDLE WIHANOLE WIHANOE W/IVWDLE18 w mCENER WINANDEI W/HANDLE —ECD—� _� -* Blz alto a8 M B fre� n8 181 I�LOM: �- F PP K L TR TQ TC TA TV TW CUT re aaO 1 SINGLE � B E P A C C IC SQ SC SA SV SW IN RmrFvr paXm1 STILE RR R S' 're� FD FC FV FW oLE D M J J . J. WlllA"I IXD W Q. AS RgDP BOX OUT LR , PANEL NOTES; } WI RPNDE maYme 1. SEE DP TABLES I-3. SHEETS 6-8 FOR PANEL SIZES 8 DESIGN PRESSURE. F- ASTMM eOXIN LEFT QNTJ ERIOR RIGHT LIJ 2. PANEL TYPES NOT SHOWN OR CROSSED OFF _I mNANIxE PANEL EXTF.gpR PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS (— ASTRAGAL T I I STILE v STILE � USE U) .SOXCUT m 0`4) rent wn 3. STRAGALS 70 HEAVY-DUTY STILES F Il. ASTRAGAL T PANEL'E"SHOWN. SEE TABLE FOR OTHER PANEL TYPES ANO '(#61), CORNER RECEIVER (#116) AND EITHER U EXTERIOR(VI 19) OR INTERIOR (#120) CORNER APPLICABLE REQUIREMENTS. Lu BOX N STILWASTRAGAL ASTRAGALS. —1 fAS rtdr� rtuTTa6 4.135' ASTRAGALS TO USE HEAW-0UTY STILES U) �OCKSTILE PITCl (#81) AND CORNER ADDON(#31). J W w�HANOE at IXTCORNER SILL RISERS OPTIONS (`'�'r Z Q 4' BO LOCKBTILE WIIIARD1-15, EXT CORNER an BD RECEIVER QT" CT 2� RID EXTewOq PRODUCT REVISED EXTERIOq E%1 R a •B�• as camPiyln9 IM Me FIo4#a E%IETRIO II a •�T 9.Ofifi' BUIIAInG `otlaw - NOA-Na 17-042D.12 W/HANDE a110 `� Y� 2. ,DBT 8.305' MTComm wai WRECEIVER AT DF t.66i elrylremn Date 02/1712020 WI HANDS BY Ml a P on4R EXTCOMER B NIPECEN0. �FUSH- �0 1T IS, IU24HIIiFLAT 3-1/4-L,1V EMCORNER 36RECENERv. � W/MONDE WBYV_ I VTffws WTWF VF' EXTERIOR a� 1-�• 76W ~— •T�- I EI(TERIOq 7 E%TERIOR -�2 � �°'a ♦.Dfi6, . � Wl WVIDLE pa I.6BT 001° Y.555'�• 3.3105'� I{ 11111111111/1 tB• SILL RISER. BOXI' 21 SILL RISER BOX OSILL RISER, BOX OSILJRIBER. BOX*•/ Na 58705 MEDIUM, 3-1/4• HIGH W FLUSH. 1.11T LOW:2-1/2° q *_ • NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6A 'A '. C'I I� 4: la7aIGNVOLOGYDRNE .. Na a PANEL TIDES B TE OF %FSS •;;k ORIOP„�G��`' ''1pONALIEN��`� JR 848617 C NOONNGES IHISSHEtT. cEgraFAumsmw SERIES 770 ALUM. SGD-LM IMPACT JR IMRR9 m� wF n•nn^` A. LYNNMILLER PS. 500.7lD N7$ I 17 +22 POTD190 C P.EE58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6U OR B1 c 2-TRACK JAMB 1D6 ILONG C Pk� 105 W/RETAINER 00G tt3 'IS Al (SHOWN WITH 5 FOXEDPANELTO THE INTERIOR) 1s 112 40 15 51 52 23 1 53 3HEET15 0"E" 121 IN TRACK ' 1DB NLLPANELJAMBLENGTH MOROI 105 pG pFi jg O]-1 14 gK tT 0 WOR61 19 s 2-TRACK JAMB (SHOWN 5 SEE DETAIL GI FOR FOXED OPERABLE eD PANEL CLIP OCKP is a 1DAr-i� PANEL) a SEE DETAIL G2 p 113 `+610T- 1m FOR FIXED 9 6o oR e1 PANEL CLIP 103 6 ® 16 11 2-TRACKJAMB 6D OR 81 ERIOft 13E%iERIOF fl E1TEa0R �J� W/SCREEN V S-TRACK JAMB 3-TRACKJAMB 4-TRACKJAMB 4-7RACK JAMB (SHOWN WITH ®(SHOWN WITH 11 (SHOWN WITH @ (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXEDPANELTO OPERABLEPANEL) THE EXTERIOR) THE INTERIOR) SEE DETAILON SHEETIS 121 SEEDETARONSHIMT15 2-TRACK WISCREEN 3 TRACK - D FRAME SILL E FRAME SILL ITEM B1 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1J, SHEETS 5-0 FOR DP (PSF) ASSOCIATED WITH STILE. FXTEPoOH a E%1 N FFMLE FLW'/6. 1911)490./4d �I,.1trtlLf£�9 rvrwa,aR"'.'cR2 6jh4TRACK F .FRAME SILL IS •22 PRODUCT REVISEM. D s comvI=1 N WIMF. MAX UNIT eR1mm3 Gotl HEIGHT PER NOAJ0. 17-0420.12 TABLES I-3 1 Eptra0on Oam 02117/2020 *:' Nw 5a705'.r ASSEMBLY DETAILS (SEE SHEETS I2-14 FOR FOR INSTALLATION DETAILS) 4 r.--' 41RrewoR 4, 113 HB n 6� r, n n Q ca 13 Ic n v STANDARD ER WfHSDARO SST ES Y80 SHOW �WRHHEAW-DUTYSTILES}81 51 2RC EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX-0UT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED - TOWARDS INTERIOR(BOXHN) TOWARDS INTERIOR (BOX -IN) �( ry r INTERIOR 135- OUTSIDE CORNER Ot 2-TRACKSHOWN fFFT.O .soIm'4 as , . �� ,TL IX1F CR 5135' INSIDE CORNER m 2-TRACKSHOWN INIEppft (-D INTERLOCK s i, • REM #61 (HEAVY-DUTY T STILE) SHOWN, ITEM#60 (STANDARD STILE) ALSO INSIDE CORNER APPLICABLE, SEE TABLES ®0V Nz 2-TRACKSHOWN 1-3, SHEETS "FOR DP (PSF) ASSOCIATED WITH STILES. PRODUCT REVISED asoospl=Y gwith thn Mods. DUIItlInG Getla 91 OCKPART T6410T 11 NDA-Nu, 17.0420.12 Q INTERI Expiration Dneo 17/2020 _ FRIES 770ALUM. SGD tY.aTlO NTS 1 18 • 22 *,• No. 6670S SOT •.• sT • b� Fs •+ ORIO.. G TS�ONAI-Iet' A LYNN YIDFTLPE P£l •R105 hem DWGT# PDT# Deaerip6an 1 1nm 1 817306 2-TRACK HEAD 2 tnm 0173M 2111ACK HEAD INUH SCREEN ML 3 1n09 'elm 31RACK HEAD 4 tn12- Bin12 FRIACK HEAD 5 1i314 B1n14 FRANESCREWCOVEN B IMIT .617317 FRANE HEADI.NMB AWON ' 7 In011 611301 &T wau 8 inot elm 2-TRACK BILL WIRI SCREEN ML 9 I= 617307 3T =SLL 10 Into (Into FTRACKSLL 11 IM13 BIM13 FpAMESLLIMC4 NSERT 12 1n15 SIMS FMME S.LLSCPEFN ADDON (SEENDTE 3) 13 Into 617318 FRNIE SILL SCREEN ENOA N(6EE NOTE 3) 14 1m 61n05 ZIHAM"S 15 IT302 61m 2-TCK JAMB WIHI SCREEN FU 16 1n00 01n0U 3TMCK.PMB 17 tn11 Will 4-TMCK.WMB 10 1n22 B1n22 SLLRISER-FAT, FLUSH, 1-IW 19 1nm OIn1B 62LRI9ER-BOX FLUSH. 1-1IT 20 tT321 BIT321 SLLRBER-RAT,LOW,2-W- 21 1n18 6I318 SLLRGER-BOXLOW.2UT n 17355 eR3S5 SLL RGER-FAT,MWBM, 31M' R] Im Sim S1-LRD3t-BOXMEDDM,31/4- 24 Inm a1Tu1 SLLRGER-FIAT,HmH, {' 25 IM20 Ginn SLLRISER-BOX HIGH,0 26 1T333 BIMS3 POCCTPHOOK 27 7000 WWD INEOPRIENE BIRB VJSV FOR IHWK 20 IT334 elm 1PoCICTPHOOKMWW n in4c B1TJ35 PHOOK COVER 30 1n48 61n48 MUfUiTPHWKFGR00%RDEK 31 In78 517376 In5CORIAM 32 1n10 BIn78 IMI'MOMOUNT ITEMS 40A1 ARE SCREEN PARTS: 40 4319 614M ISCREEN SIDE RAIL -LOCKSTLE 41 7LWKAGSK SCREEN LOCCBET a 41818 SCREEN KEEPER SPACER SET 43 815E 68152 SCREEN NIERLOC( AOM'IEH 44 44M 84420 SCREEN DOUBLE NIERLOC( 45 4317 e12na 6C ENTOPRAL 4B 4318 olma SCREW BOTTOM IUL 47 BBB 7SRA2 SIAIAMDROILER 48 668 nlux bTAIGARDROUER-ST. S1L 40 43U NNW SCREEN ASIMOAL 0 1TM9 SIn49 OMISCREENASIRACALAOAPIER 51 109E 8189E 61REEN SPLNE-.100- 52 1894 61N4 sIREw 6PLNE-.150' 53 6181=0 SCIEEN MOTH 54 1125 11?X4' %VIC bET. BLaC1(NEOPRENE B5 Vd 55 1720 I 1-XV X1/1a' 6EL BLWK, NEOPRENE. HS Item OWGT# POT# Description 00 inn Ginn RANELBTIE 01 inn Sinn PANELSTHEOIFAWDUTO 82 1132T Nn27 BnERLOCICA 7011 m Int W248 YNYL BULB WWP.-THIN ONSGE INIER1DC10 04 17% 117W SILL END INEAMRSWP PAD m rose alme WIERLOCTSCREWCOVER 07 ina at= ASTRAGAL N Ins elm NEAW DUTY ASTRAGAL 69 1=4 Glm TOP a BOTTGM RAIL 70 In50 41mm WEATHERSTRP EXIENSON OMECWN MOLDED) 71 INS 71095 1-WXI-X34- HIGH FIN SEAL DUST RUSS T2 Sim M153X NST. 61L p00ER ASSY. n aim 78LSIN TANDEMNYLONROUERASSY. 74 SNWNE WW-849. 001*4m5 OR GE-TTOo T5 8105 781M GEMINI MOR110E 3PLY DUAL LOCK WADNOIPIM PATE )B >1miJGFPFI(#IDffiXt-FL 596C2EW WT7PE'F'N ' TT T1=9 lam K RME"N 79 Iw 01735T I-GBEAD ae ins 817mo 7N8'BEAOIFDEDPANEI.CLP ' e1' 11300 011300 WIG -BEAD I- 1224<. 01P247K VNYL BULB WEATHERSTRIP N 61745 1743 U%hiE NC, VTx1/1a' S SMSGEAW WE, POLYEM. 100 Gets 4885E 0.GLLUI ADJ HOLE PIW ' 101 nOm JUMBBUMPFA ' 102 1690 71500 DISTPWO tm 8183 n189)( 1-KEEPER IN .853 'TSOKEEP SCREENLOCKKEEPER 1m In44 511344 F04:0 PANPLl1P-e'LONO 10B inI2 SIn52 FIB:OpANELRETANER-SHW 10T IT.M 71739 HANDLE KR-NIERGR MGEG WIIHR111N0lllml 108 110 71740 HANDLE KR-MBEO EXIERGR HANDLE 109 tn1 78102SN HAI4OLE NR-RECESSED NIFAGR WIM IHUMBNW4 110 1132 n1]8 HANDLE KR-REW65E0 FXIERGR RILL 111 71=4PPS1W ft0XW4• PlLTN.IEK-S.S. 112 12J5 NS16 MW,.WOX.110-FW SEAL 113 1712 NO88 .IN•XMWFNSEAL 1M T1MIWPX 010X1-w- 115 IIWK No%1• lie 7=x #144OX1'8.& 117 72 IM 914.20XIAWS.S. ' 118 1T380 8173T0 90 DEGREE WWIERRECFJOFR 119 1=7 6IM7 9o0EOREE OUf50E WRNERASiPAOALL 17v 1T338 (11]338 90 DECREE NSDE WPNER ASiMGAL NO IMS2 81735E FOOD PANEL RETAKEN, 7W NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-69, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF 412 OR #13 REQUIRES MIN. 010 EMS OR 3116- MASONRY ANCHORS ® 24- MAX O.C. PRODUCT REVISED ...... lyyingg With M. FIPHOa Inildlna 09tle NOA-Nw 17-0420.12 Expl.UPe O.ts02117/2020 *.: No. 68705 a.o.� - m]L1uAmlt SERIES 770ALUM. SGO-LM IMPACT"'1�" m O40ylT c No cRavcESTHIssHFEr. Y1Y4 .1R f6MW4 um as ,��m seaT7o MS ZO •22 P.", C A. LVr �M �R PI I s.9a9• a.5a2• 0.080' 1.211' - 1.505" 0.091" 01 2-TRACK HEAD m 4-TRACK SILL (6063-T6 AL) (6063-T6AL) 1.211• O08P O2-TRACK HEAD WY SCREEN TRACK (6063-T6 AL) 6.626' 0,080" 50S 0D 3-TRACK SILL, (6063-T6AL), 7.105" - 6221• 0.080° 1 211' 1.505• 0.081' O3-TRACK HEAD OB 2-TRACK SILL W/SCREEN TRACK (6063-TEAL) (6083-TEAL) 9.142• 4.49' 0.080" 1.211' 1.606" 0.081• 404-TRACK HEAD O2•TRACK SILL (6063-T6AL) (6W3-T6 AL) 1,514- 0.062' 1.zfia° o.s3r 0.000° 1.516" OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN ADD -ON 11 ADD-0N (6063-T6AL) (6063-T6AL) REQUIRES MIN. #10 SMS OR 3/18' MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24' MAX O.C. 0.060' 0.760' 1,990• SFRAME SILL SCREEN ` 13 END ADD -ON (6063-T6AL) REQUIRES MIN. #10 SMS OR 3/16• MASONRY ANCHORS ® 24-MAX. O.C. cmr.c+<wne ram 18 3 TRACK JAMB (6083-T6AL) -v 1.872" 0.062" 7.019• 0.081• SCREEN 40 STILE (6063-T6 AL) 6.069' 1A45' 1.993"I 0.00? 14 2-TRACKJAMB 45 SCREEN - TOP RAIL (6063-T6 AL) ' (6063-T6AL) 0 4-TRACKJAMB (6063-T6AL) sr XTRUSIONS ERIES M ALUM, SOD - LM IMPACT .. a. ea 6Do-77p NTS 21 .22 1 PGT0130 i•� 0.875" 993' L a.6sz• SCREEN 48 BOTTOM RAIL (6063-T6AL) PRODUCT REVISED plying with Me Florida Buildlag Code 110A-Ro. 17-0420.12 Eaphagen Date 02117/2020 No. 58705 o�R $g =01 HMO o� D A Z J DD r � m O oy I q fJJ my Dy � m � o S DZ FO 0 O o O A0 n ��Ml®� MIAMICOUNTY � - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadc.eov/economy CGI Windows & Doors 10100 NW 25`b Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion —L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al-Farooq Corporation, signed, scaled by Javad Ahmad,,P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if -there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-1220.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.15-0420.08 4AA0arch 28, 2018 Approval-Dat gust 13- 2015 815I15 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M9543A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Abroad, P.E. B. TESTS 1. Tesi reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC; TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test ReportNo. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02112/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manuel P P.E. Product Control xa finer NOA No. 1 - 420.08 Expiration Date: March 28, 2018 Approval Date: August 13- 2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5` Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham P.E. (Submitted under NOA No. 08-033L07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test, Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 9S-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12196, signed and sealed by Hector M. Medina, P.E. (Submitted under OANo. 95-0929.39) G. OTHERS 1. Notice of Acceptance No.12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manue er .E. ProductControlE an air NOA No. 15- 20.08 Expiration Date: March 28, 2018 Approval Date: August 13.2015 E-2 Ix - .332 IH\4 Sx v .332 W\3 .125 aDD I 3' z6D6-- CLIP P ANNG 6063-76 IS - .9502 M4 SY - .6335 IN\3 Ix = 2.0762 INV SO, + I"I IN\3 IIII'MITILURIG 2X4 MULLION GOBS-76 Ix . 2.03]4 Ix\4 I Ix v 8.2757IN\4 RY v 1.0167 W\3 SY v 2.76BB IN\3 6uD� a• r 2.G0D 'W' DIMENSION MULLION W - IN. Y Bea 3• 2.688 4 3.68B 8' 6608 MULLION CUP FOR 10Y TUBES CGI-383 6063-TO MULLION LIP FOR 29Y IMY CLIP LIP FOR C ZQ[S�{J YI I ION CLIP FORL ZG TARN TII�Fc 2X6 yLL1LLI0N CQ-395 063-T6 6063-76 MULLIONS CONTAINING 'TYPICAL GLAZING PRODUCTS HOR17ONTAL OR VERTICAL SEE WINDOW OR WON APPROVAL FOR FAGTENERS SEES AND SPACINO MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-OADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. U THIS PRODUCT PAS BEEN DESIGNED AND TESTED TO COMPLY WON THE REG IREHENIB OF THE FLORIDA WILDING WOE INCLUDING HEN VELOCITY HURRICANE ZONE (IMR). ALL GUQING PRODUCTS USED WITH MUSE MULLIONS MUST MEET ME APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MIST BE ANCHORED PROPERLY TO TRANSFER UMUS TO THE SIRUCURE. ANCHORS SHN. BEAN USIFD, SPACED AS SHOWN ON DEBUT S, EMBEDMEM TO WE MATERIAL $HALL SE BEYONO WML COAIDNG (SIUDSO. TLE EIC). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ME NOT PART OF TITS MPROYAL A LWD DURATION WORDED IS USED N DESIGN a ANCHORS WO MD ONLY. MARRMIS INCILUOINO 80 NOT LIMITED TO STEE ,/ K $CREWS. TWAT ONE IWO COMACT WITH OTHER DIVIDNAR MATEPoALS S. MELT WE REQUIREMENTS OF WE TLORIUA TOG. OODE USE CIWIT9 AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DEMON LOAD REQUIRED PER RACE ] FOR PMTIWIAR OPENING. STEP 2 USE WE COUNTY APPR "NO PROCIGIS MEERNO ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MUWON AS PER PRODUCT MPROW L USING GIMPHS ON SHEET 2 SELECT MULLION SIZE WITH STEP 4 DEIGN RATING MORE MIX DESIGN L06D SPECIFIED IN STEP 1 MOVE USING ANCHOR TYPES ON SHEETS 4 R 5. AND ANCHOR GRA STLP 5 ON SHEET 3, SELECT ANCHOR WE WITH SIMON RATING MORE TILED THE DOMN LOADS SPECIFIED IN STEP I MOVE. PRODULTREVISBD v mmPlying aW We FTmIdA D�nmI16 L:oa4 A�Am�rvP! • .q8� B.WTDtlon Date ?21DD By NUam d61YDduM no. �0I`164�',a'■ PRO�WCT IIII PRODUCT CUP .ANCHORS E 100 ►\1\\\\�\■■\■■■ 10 END IN ■ I ■\ \\alI M■■ 01113!►1 1�� ■■i■■,■I ■■■�■ ■■■"_.,,1,1, ■■■■■►:\��1�1 1■■1`ill rHOPoIOMk N411d1 I ARCMS TO eE IRMUBED �URROE RECRUNGUM sl. %'CUZINO ' PRODUCT 3 µCHOP 11 GLUM GWNQ PROUCT PRODUCT µCHOPS I. MUWON PAR WIDTH (W) \\\��1\\■ 11■1 �■■�►■■o► ■o I mot IL is a ■■DUN.\`\�!\�\�� —15 laff., ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ANCHOR LOAD CHARTS LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 5. ANCHORS 'A' ONTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWE APPLICABLE TO ANCHORS INTO 29Y WOOD BUCKS OR WOOD STRUCTURES OR THRU 10Y WOOD BUCKS IWO CONCRETE ANCHORS 'S' APPLICABLE TO ANCHORS INTO CONCRETE PRODUCT RBVISBO en A4 BD CYL d--PIYI- LhvlRvlida RA PE i ASax ANCHORS 'RH' UWldh'B Cadc 19]0 Aaagmin No�S'��'� APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU TBY WOOD BUCKS INTO MASONRY a:Ptretion oma'�?01 ANCHORS 'RFAPPILICA' Miom Dade PmduN TO ANCHORS DIRECTLY GROUT FILLED BLOCKS JUL, A 20b OR THRU BY WOOD INTOMASONRY H0 OfVMIRp no. u- •. I/4'0 ULTRACON • M� ul "uE°° .1/4' P ULTRACON ,TOTMLWOOD BUCK TE 2 AWN ANQE 19 2 ALUYXA1/8" °a te .CLIP �.AN4LE TO NASTLNRY o NGLE 2X2X 1/8' 3 / 2/ ANGLE- /14 M%M.S. AWY ANGLE14 SM.S.E.___• ULTRACOM___0/arMIN. WEBPN G04naMULLION _ _ .. •_ - Q i G LL yd+4 NUWOX d° �bVJ{tltl� . ° CONCFEIE CA iyJJ1l E$ NABONRY BLOCKS 1 OR 20Y 1Df ORB WOOD B BK WOBUCK MULLON W MUWON 2 RWNXANGIE 2 AWM ANW�E 2-6/9' LONG 2-9/b' LONG MULLION 2 % 2 % 1/B' a �' ILUN ANCIE ti ' ? e Y9/9' LONG O � � •' i �i a•-c-' i a age Z cJ� 0, S ri 1 1 n ° 0 R 1.600 1.900 r 1 U NA14 .. MAX l,d I 2 SCREWS PER SIDE REQUIRED FOR 3' TUBE MULUONS o CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2' TUBE MULL 1000 '..'°. 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS I I CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2' TUBE MULL B R 6 MUWON i 3 SCREWS PER SIDE REQUIRED FOR 6 2 a i 4' k 6' TUBE MULLIONS € 2%2X 1/a' . � ----------' / - i z/ ANGLE oar 11 i MR1. I I NOiLH MGLES TO c R I. I MISS BURBLE BILL TRIM F I I OR M g F 11 I E"9O V PRODU"RBVISP.B M. PE J T0993 PIyInB.riNlthe PlmlEM - ' • 1 ai JSSB Ou amine Codc T �.�� g- .; .?.:i'rP..ct�::::.:. •• •. � � ImuonDal° %i!B 8 8 ti `PRECAST CBNc.' : ".. > z ' I UL Z A 20 Sh1i anamlq drawing nO. .'f•SBL'y .. • ;�4=ULTRACON M95-13A '� wheel of toq,o 1/4ANGLELINAWN •a2/4ANOLET V000 i WWDN Of8 9 MILLION CNP ONBICB .TO ACCWUATE TRUCK11 S�Y F $ a.. NUWON DLJP ,e 4 Q --- -___-_ I - g ---- -_____ • .. r �____ �..d d 3 ____�____ __ _ ___ AlIC1E tl Q Q •� �_•� ���� NULUON � 4UWDN NUWON _ .a • �b�P;{ . •CONCRETE OR WSOKW &OOKS 1BY OR 4RY W00p CK � IW OR YBY WOOD sum MUWON WWDN a •T5 a. a ' I I 4 •� i i ••• i i 1 1 --0— F •u 9n a 8��� I I i i .' • i i i Z fig_" I I � CO 03 1 ! II II O .. d ____i--_____ -T- WWDN I i g I I 1 I I I I I I I I 1 i 1 M -1 - _______________ a MURBIE sill SEE SHEET t FOR APPLICABLE MULLION CLIP TO DR TRDI iBY OR 2SY TUBE MULLIONS U AND FOR FABRICATION OPTIONS OF MUWON CLIPS Enar+�+ D MOO=RUVOEo A L a0h92 �SJB ®caeplyivgwllh lhO Plmld. 4444 - ' Si:?:'::..'., .. '. • :. ., Aaaq Net E'miwon Dam 201b Y $• E` g 5 :......:di}i .• ....::a! „ ,a q S Y ! b .: :•::::i• v::.a:: • ^ PRfTAgf MG.' :' �' •• 1/4' M WTRACON � � E I 61 oAOPrahwl drawing no. JU 28 2015 M95-13A .nape tar s WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WON. MUST SUSTAIN LOADS IMPOSED BY GLAZING S15TEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: six BLY, mR srAcmc TYPE 'A'- 1/4' DIA. ULTRAGON BY 'ELCO' O`v-I T ML Hy=185 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENERRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4' MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4' DIA. ULTRACON ITY 'ELCO' (N-IT2 mi. Fp155 m) DIRECTLY INTO CONCRETE 1-1/2' MIN. EMBED INTO CONCRETE TYPE 'BH'- 1/4' DIA. ULTRACON By 'ELCO' (N=ITT NSL FpIM CIO DIRECTLY INTO HOLLOW BLOCKS 1-1/4' MIN. EMBED INTO MASONRY THRU 113Y BUCKS INTO MASONRY 1-1/4' MIN. EMBED INTO MASONRY 1YPE 'BF'- 1/4' DIA. ULTRACON BY 'FLCOl (GR-ITT KSI, Tr156 NSI) DIRECTLY INTO FILLED BLOCKS 1-3/4' MIN. EMBED INTO MASONRY THRU IBY BUCKS INTO MASONRY 1-1/4' MIN. EMBED INTO MASONRY TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE a 1/2' MIN. WOOD AT HEAD, SILL OR JAMBS SG a OAS YIN. CONCRETE AT HEAD. SILL OR JAMBS 1'c a WCO PSI MIN. "0 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. SFE CIMNf4F R10�11ANS1IRY6 i1'iZ�E1• 1/8' xoflc ANCHORS MAIL k1 MEW. m METAL CON I=PI MULON J/4 M $MO GIP AT 1K2 h I" MWMN CUP AT W GM MUWONS W=Ii1�Tri PRODUCT REVISED m , CT d. the Flmsn '7 waaMinecnae 15-0420.0a p k AecepMv�e No i OAEe lhoduq dlaMnq DO. MQ MIAMI I WE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series 10SH-700" Aluminum Single Hung Window — L.M.I.. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets i through 11 of 11, dated 09101/05, with revision F dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile`ImpactResistant. LABELING: Each unit shall bear a permanent label with the. manufacturer's ,name or logo, city, state„ model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. File COPY The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.16-0714.06 Expiration Date: March26,2021 Approval Date: August 18, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision F dated 05/15/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and -installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system; Duraseal® spacer system, Super Spacer® NXTrM spacer system and XL EdgeTm spacer system at insulated glass, prepared by Fenestration Testing. Laboratory, Inc., Test Reports ' No.' FTL-8717, FTL-8968 and FTL-89711, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1.) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.11, TAS 202-94 along with marked -up drawings and installation diagram. of an aluminum single -hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10103/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA No.07-0322.06) 3. Test reports on: 1) Air Infiltration Test,.per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 0 7-0322.06) Manuel Per , E. Product Control E er NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNrm mD) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with'marked-up drawings and installation diagram of a. a:aluminum"single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No: FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed,by ; Edmundo Largacspada, P.E. (Submitted under NOA No.05-1018.01) 7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of, an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'FTL-4948 and FTL-4646, dated 08110105, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018. 01) Manuel P & .E. Product Control Equkiner NOA No.16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS -1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19114, expiring on 05/21116. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc.. for their, "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11116. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5` Edition (2014), dated May 16, 2015, issued by manufacturer; signed and sealed by A. Lynn Miller, P.E. (Submitted raider previous NOA No.15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015,:issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, _signed and, sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947, FTL-4650, FTL- 4948 and FTL-4646, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05; signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.08, issued to PGT Industries for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and expiring on 03/26/21. Man6elPe ez, .E. ProductControlE am' er NOA No.16-0714.06 Expiration Date: March 26, 2021 Approval Date: August IS,2016 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. SIIW LAM[ CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A.090' KURARAY BUTACITE'PVB (BY KURARAY AMERICA. INC.) OR.090-SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) S. 5/16- LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090' KURARAY BUTACITE'PVB(BYKURARAYAMERICA, INC.) OR.090'SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C. 5/16' LAMI CONSISTING Of (2) UTES OF 1/$' HEAT STRENGTHENED GLASS WITH A .DOO-KURARAYBUTACITE PVB (BY KURARAY AMERICA, INC.) OR.090'SAFLEX' PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D. 7/16- LAMI CONSISTING OF (2) LITES OF WIG' ANNEALED GLASS WITH A.090' KURARAY BUTACITE'PVB (BY KURARAYAMERICA, INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/16- LAMI CONSISTING OF (1) LITE OF 3116-ANNEALED GLASS AND (1) LITE OF 3/16- HEAT STRENGTHENED GLASS WITH A .090' KURARAY BUTACITFOPV13(BY KURARAY AMERICA. INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F.7/16-LAMI CONSISTING OF (2) UTES OF 311V HEAT STRENGTHENED GLASS WITH A.090' KURARAY BUTACITE'PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 1311V LAMI IS: (1) LITE OF1 B' TEMPERED GLASS, AN AIR SPACE AND 5/16' LAW CONSISTING OF (2) LITES OF 1/8-ANNEALED GLASS WITH A .090" KURARAY BUTACITE PVB(BYKURARAY AMERICA,INC.)OR.090-SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) H. 1311 6'LAMI IS: (1) LITE OF 1/B' TEMPERED GLASS, AN AIR SPACE AND B/16' LAMI CONSISTING OF (1) LITE OF 1/8-ANNEALED GLASS AND (1) LITE OF 1/6' HEAT STRENGTHENED GLASS WITH A.090' KURARAY BUTACITE' PVB (BY KURARAY AMERICA INC.) OR .090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 1. 13116-LAMI 10: (1) LITE OF 1/8- TEMPERED GLASS, AN AIR SPACE AND 5/16- LAM] CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITHA.O90'KURARAYBUTACR PErV (BY KURARAY AMERICA, INC.) OR.090" SAFLEX' PVB INTERLAYER(BYEASTMAN CHEMICAL COMPANY) J. 13/16' LAMI 10: (1) LITE OF'b/8' TEMPERED GLASS, AN AIRSPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/1B'ANNEALED GLASS WITH A .090'KURARAYBUTACTE PVB (BY KURARAYAMERICA,INC.)OR.09D"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICALCOMPANY) K. 13116' LAMI IG: (1) LITE OF 1/8- TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF Wl6' HEAT STRENGTHENED GLASS WITH A.090' KURARAY BUTACITE' PVB (BY KURARAY AMERICA INC.) OR.090- SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L 13/16' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) UMES OF 3/16' HEAT STRENGTHENED GLASS WITH A.C90' KURARAY BUTAdFE�PV BBY KURARAY AMERICA. INC.)OR.090'SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13/16' LAM] IS: (1) LITE OF1/8' ANNEALED GLASS, AN AIRSPACE AND S/YB' LAMI CONSISTING OF (2) LITES OF IV ANNEALED GLASS WITH A .090' KURARAY BUTACITEePVB(BY KURARAYAMERIC4,INC.) OR.090-SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS:'OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) STANDARDS USED: e20H FLORIDA BUILDING CODE (FBC), 6TH EDITION eA5TME1300-08 eAN511AF&PA NDS2012 FOR WOOD CONSTRUCTION eALUMINUM DEUGN MANUAL,ADIWXID eAISNIIV*67AR-2010 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130D. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. , 7. REFERENCES: TEST REPORTS FTL-4645, FTL-4648, FTL-4647, FTL-4648, FTL4849, FTL4850, FTL-0651, FTL-4723, FTL4957, FTL495B AND FTL-5063. ANSVAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. NOA DRAWING MAP SHEET GENERAL NOTES.............1 GI A7JNG DETAILS ............ 2 DESIGN PRESSURES ....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HOR12. SECTIONS ............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 6.11 PA.BOX ISID �Awr-------_- r� A. LWA IIAILLER P.E. y� k.k m, ^ xOKOuiS,R31Yle V4(61Y Bettor A. NTS 1 e 11 404420 F FL P.E.#58705 2" NOM. GLASS BITE PartM Description Material 71 Kommeding 4SG TIPS Spacer System 72 Ouanes SuperSpacernXrYdm Hot Melt Butyl See this Sheet for 73 Ouane% Dumsoal Spacer Materials 74 Cardinal M Edge Spacer GLASS 3/16- ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYFR GLASS 3/16• ANNEALED OR HEAT STRENGTHENED GLASS 7115-LAMINATED 5116' LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 oar 8L5 71-74 71-74 aE%TERIOR INTERIOR (ALL SECTIONS) �J PVB. KURARAY BUTACfrE 12' NOM. 1 W NOM. PVB INTERLAYER GLASS BITE 46 GLASS BITE or SAFLEX PVB INTERLAYER BY 1EASTMAN CHEMICAL COMPANY m 7038 70 l, I . . A 7V ANNEALED OR HEAT STRENGTHENED GLASS" 3116- ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/6'ANNEALED OR HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 5/1 B' LAMINATED 7/16' LAMINATED AIR SPACE AIRSPACE 11V ANNEALED OR TEMPERED GLASS 1/9' TEMPERED GLASS 13116' NOM, 13/16-NOM. 13/18" LAMI IG GLASS W/ 5/16" LAM! 86,87,88 or 92 13/16°LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91 ALUMINUM SILICONE HOTAIE. BUM REINFORCEMEW POLYIS6 DESICCAMRLLARFA STRUCTtJ� STRUCTURAL BUTYLENE WtH SIUCONE 611e'NOM SEAL 6I18'NOM Y OBUTYIPN 1N'NOM FOAM Mte•NOM. B,Me SIU=IESEAL H DESICCANT pESICCAM DESICF � 3TAINLE55 S1EEL NOTE LAN" OUTBOARD LITES MAV BE UPGRADED TO 3115' WITH NO CHANGE IN DESIGN PRESSURE. FRODUCTREVISED msm oyl"awi,han Radds Owema�m AacFlmm N" 1 O l4rLDZl wmi vE"Rodm3 INT. CIASS INT. GLASS IM. GLASS INT.GIABG•S`: �� KODISPACE O SUPER DURAsEAL(D �, XL EDGE"' OSPACER •,;;•.:: 4SG TIPSO SPACER®N)cr SPACER ]..0 i,. A-n� Iit '' •`<nraq:%..•'ram'' JR m W16 F AODEDSPACFJL£ 13mlECIP:dLOG1'gYN4 N. VENIQ,4131zri Pow%ram" NpsouiS n.>.a� � . � �— GLAZINGDETAILS �'/. �Li) A. LYNI�IrIILLER, P.E. FL P.E.p 5B705 ALUM. SINGLE HUNG WINDOW, IMPACT om Vaf6l7 Bemr r. _. ENIm Fum e.e 2 a ri door gWP20 _ F �� 3.>< aa" FX S11A15 JJ. Y1SW III FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS ' WINDOW HEIGHT WIDTH GLASS TYPE 6r 66" 68". 70" 72" 74" TABLE 1. 76" 48" A,B,M +80.0 .80.0 +80.0 .80.0 +B0.0 I -60.0 +80.0 1 -00.0 +60.0 -80.0 +80.0 410:0• +B0.0 -80.0 60• A,B,M +80.0 .80.0 +80.0 -60.0 +80.0 -B0.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0' +79.0 -79,0 52" A,B,M +00.0 .80.0 +80.0 -80.0 +80.0 -80.0 +80.0 •60.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 53118" A,B,M +80.0 -80.0 a80.0 4)0.1 111 -79.6 +78.2 •78.2 +78.8 -7B.9 +76.6 -76.4 +74.0 74.0 UPTG53118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 a80.0 -80.0 +80.0 410.0 aB0.0 -80.0 +80.0 A0.0 *50.080.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 50 SW Sr 72' 7 - TABLE 2. 76" 48" A,B.M +80.0 -8D.0 +80.0 430.0 +80.0 410.0 +80.0 -50.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 60" A,B.M +80.0 -80.0 +80.0 -80.0 +80.0 -8D.0 +79.9 -79.9 +70.0 -70.0 470.0 -70.0 +70.0 -70.0 62" A,B,M +80.0 A0.0 +B0.0 -11.0 +80.0 •80.0 +76.9 -76.8 +70.0 .70,0 +68.8 .68.8 +67.6 -87.6 63118" A,B,M +80.0 -B0.0 +9D.0 -80.0 +80.0 -80.0 1&0 -76.0 +68.O 40.0 +68.] 40.7 +65.6 -85.5 UPTO63118" C,D,E,F,G,H,I,J,K,L +80.0 -00.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -7D. +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW F. W1 SASH = 76• FLANGED AND 76" INTEGRAL FIN) WIDTH GLASS TYPE 17118" 2211116' 253118" 33314" 396/16" 4413116' 6031V 5516/16" S311B" D,E,F,J,K,O +80.0 AD.O +80.0 410.0 +Bo.O -80.0 +80.0 410.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16- LAMI- 1/8"A,.090,1/8•A FTL-4647;4648, 4723,4957 B.5/16-LAMI - IIWA,.090,11WHS FTL-4647, 4648 0. 511W LAMI -(1/S'HS,.090,1/S'HS) FTL4647, 4648 D. 7116" LAMI- 3/16"A,.090, 3/1WA FTL4616, 4885 E. 7/18" LAMI - (3/16"AASD, 3/1WHS) FTL4645 F.7/16- LAMI- 16-HS,.090, 3/16'HS FTL4645 G. IWIW LAMI IG-1/8• T, AIR SPACE, 5116' LAMI- 1/8'A,.090,1/B'A FTL4646, 4723 H.13116•LAMI IG-1/6'T. AR SPACE, 6/16- LAMI -1/8'A,.090,11WHS FTL4648 L 13116'LAMI IG-11W T. AIRSPACE, 5/16- LAM) -11WHS,.090,1/8'HS FTL4646 J.1311W LAMI KB-IffT, AIR SPACE, 7/16- LAMI -31WA,.090, WIVA FTL4649, 4650 K. 13/16' LAM[ IG -1/8' T. AIR SPACE. 711W LAMI - (3116'A,.090, 311('HS) FTL4649, 4650. 4958 L 13116'LAMI I0-118'T, AIR SPACE, 7116'LAM] -(3/16'HS,.090, 3/1WHS) FTL4649, 4650 M. ISMS' LAMI IG-IlWA, AIR SPACE, 5/16"LAMI -IIVA„090, 1/B'A FTL-5063 "O' MEETING RAIL HT. HIL t T. MEETINGRASS����SS .X, H W HT. 0• MINUS SASH HT. MEETING RAIL X S H NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1- FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 126/B• MINIMUM T038' MAXIMUM. 4. GLASS TYPES C. G. H. AND I MAY BE USED IN SASH ONLY PL.BOX ISA NDIfOMIS,R]CZ[4; 3 + 11 1 4W&20 1)" 'Al" A LYNR, P.E. 531/9'MAX. FLANGED WIDTH 521/e' MAX. I.F. WIDTH 495R'MO. FIXED D C� DLO (ALL) 1 T5'MAX. �- 75'� SEE O I.F. A A I.F. TABLE D-J HETGHT SEEDLO �/ HEI HT TART P n //// TABLE X j SASEEDUOX // SEE EE DLO (MAX') HEI HT TABLE L 481/4° MA%. veer DLo FALL) DETAIL B DETAIL C DETAILA VIEW (STANDARD SASH) RADIUS TOP (STAND. 1/1 B E� 75' MAX. 1 76' MAX. I.F. I.F. SEE DLO I HEI HT E HE ;HT TABLE SEE DLO _ / 78' MAX. TABLE O ' j TV FLANGED IIL FLA HEI HT HE SEE DLOTABLE X j I SASH SEE DLO TABLE X j SASH HEIGHT -HEIGHT DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 5 C) ARE BASED ON A THREE OVER TWO FORMAT. rnooucra5YlsFn wiwmvsl.Id• ecm�NNoa m�m�e coa. n«cr�vAmlkv Ib-o I .ob r�� 7D21 Numi ePmavct ( rwe� ��� nwm, aurv�c n✓nu rvnv✓vvq unrnv� �tf r'DI1� mwA. ALYIVN (.�Ii1L�ER, P.E. I I Naicou�s. R.Wr� Virrby B"" sxmo A1TS 4 a 11 404620 F FL P.E.g 587D5 AM.BS JJ 2lCLD1 I2.784"--1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS, (1) S' FROM EACH SIDE OF SASH. NOTE: BALANCE PARTS USED 1 INSIDE INSIDE MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 31 9,10.11,15.16 FIXED 7� 8 OR 17 LITE I DAYLIGHT Z5 OPENING OUTSIDE 25 I I�-MAX. FIXED LITE DAYLIGHT OPENING F- MAX. WIDTH SECTION A -A 6 ouTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 23 47 50 MAX. HEI]mGHT 21 T26 I HIGH � OUTSIDE LGHSILL; SILLSILLMAX. DAYV LHT 48 LOW SILL HEAD JAMB OUTSIDE OPENING 710 I.F. FRAME'ITL��-n �JII � 6n53 I \ II PRO�'CI'ROYIS 55 \\ I-Tffll� _I 531 \\ m• nrimew+ln�plb" z.. (HIGH SILL) 52 (Low SILL) SEE NOTE ABOVE t 12 ULTRAL ONLVI� ULTRALIFT ONLY SECTION C-C \HnU!4rq/. 6 Mid ALUM. SINGLE HUNG WINDOW IMPACT P.0.9Q%15A o„a� A LYNN MILLER P.E. raacoMis,aaur4 Vbrby Berrtr 111e°" ""` F/C �iNS JJ 22J/O) 8MW Half 6 a 11 4040,20 F FL P.E.0 58705 RBAI DINGY DESCRIPTION PGT# 1 14002A' FLANGE FRAME HEAD 612225 2 1166 #6 X 1.000 QUAD PN. SMS 781PQA 3 4003C I FLANGE FRAME SILL LOWSILL) 612228 5 1626 ADHESNE OPEN CELL FOAM PAD 7PAD1026 6 1 4004 IFLANGEFRMEJAMB 012227 7 1025 SASH STOP . 612244 8 1 1 4026 ISASH STOP (EGRESS)1.125 LONG 612244 9 4029 SPIRAL BALANCE ,3/8'.518'.OR11/16- 10 1080 BALANCE COVER, 31W OR 518" 6RALCVRO16 11 08 X.760 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 108611 D86 SASH TOP GUIDE 42504 15 #e X 1 PHILLIPS FLAT HEAD S. STL 76X1FPAX 16 1O60.1 BALANCE COVER, 11116- 68ALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X IW LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4064C IFIXED MEETING RAIL M054C 23 4006C ISASH TOP RAIL 64006 26 1235 VVSTP.,.170 X 270 BACK, FIN SEAL 67616G 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH, FL. SMS 7858 28 4007 SASH SOTTOMRAIL(LCWSILL) 612230 30 1226 WSTP..BULSNNYL 6TP249 31 400B SASH SIDE RAIL 612231 34 1260 SASH FACE GUIDE 42601 35 1 1622 LAM SETTING BLCCK3i32•X25AE4' X7' 71622K 36 1052 LAMS IS SETTING BLOCK I'X3WX1116' 71052K W 1224 VINYL GLA2. BEAD BULB(THICK) 6TP247W,K 38 1225 VINYL GLAL BEAD BULB (THIN) STP248K 47 1 403913 IGLAZING BEAD, 5116 LAM GLASS. 64039E 42 40448 GLAZING BEAD, 5/10 LAM VWGRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAM ..64222 46 985C GLAZING BEAD, 7/16" LAMA VWGRILL KIT 6985 48 4087 GL4ZING BEAD, 13/7 B' LAM I.G. -' 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME,I.F.LGWSILL 64072 49 4073A IFRAME. I.F. HIGH SILL 04073 ' 50 4074B IFRAME, I.F. JAMB 64074 52 40D9 ISILL LATCH (EGRESS) LOWSILL 764030 53 1088 SPRING SILL LATCH EGRESS 7SPRNG 54 2740 SILL LATCH(EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME HOR. BVERJ 61014 55 1630 SCREEN CORNER KEYVSRINGS 71630 67 1631 SCREEN CORNER KEYWOUT RINGS 71631 56 1073. SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -A35 DIA FOAM 61624K N.VENICE.M=76 PA.BQ%15ID NORCNIS. FL36Da LLEd O1NGtl I DESCRIPTION PGT# 60 1635 SCREEN SPLINE-.135 DIA HARD 81635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL(.688 X.60D) '6533402 64 1181 a6 X 1.000 PH. BUGLE TEK 706XI 67 GLAZING TAPE, 1116 X i/2. 7/16 LAMI 62BVISIO BB 4051A SASH BOTTOMRAIL HIGH SILL 64051 89 4060A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW899. 9950R EQUIV. 80 A GLASS. 5/16' LAM, 118-A.090 PVB,7/8'A) 81 B.GLASS, 6116'LAW.(1/8'A.090 PVB,118-HS .82 C.GLASS, S/16- LAM,(71B'HS.090 PVB.7/B'HS) 83 D. GLASS, 7/18'LAM.(i/B'A.09D PVB,1/8' M E.GLASS,7/16' LAM.118'A.090 PVB.1/9'HS) 85 F. GLASS, 7/18- LAW(IWHS,.09D PVB,1/8'HS) 86 G.GLASS, 13116" LAW IG; 1/8'T, AIR SPACE, 5116' LAM, 1/8Yq.090 PVB,IM" 87 H. GLASS, 13/16' LAW IG; 1/87, AIR SPADE, 511V LAM. (1/8'A.090 PVB,1/8"HS) 88 1.GLASS, 13/16'LAA IQ 1/8'T, AIR SPACE, 5116' LAM, i/8'HS..090 PVB,1/8'HS) 89 J. GLASS, 13/16' LAM IG; 1/e'T, AIR SPACE, 7/16' LAM, 3/16"A.090 PVB,3/16' 90 K GLASS. 13/16" LAM IG; MT. AIR SPACE. 7/16° LAM, 3/16-A.o9a PVB.3N6'HS 91 L. GLASS, 13/16' LAM IG;1/8"T, AIR SPACE, 7N8° LAMA, 3MG'HS,.090 PVB,3/16"HS 92 M.GLASS,13/16'LAM IG; IWA AIR SPACE, 5/16'LAM, 1/6•AADO PVB.1/6' �2.784 1. 062 47 FRAME, I.F. HEAD a4w1A e663-ie 48 FRAME, I.F. LOW SILL #4072A 6063-TG - 6 , I FRAME, I.F. JAMB 49 FRAME, I.F. HI50 GH SILL #40748, 6063-T6 1/4073A 60B3-T6 (USED AS RADIUS TOP HEAD) sivw I NTS 1 6 • 11 1 4040.20 PRODUCI'08Y196D vw plYio6with9e17oM Buldk'Code n��rv,al -O 14.06 _I By 6aodmcm,d 1,. AIDE.: '' :•` A LFLP.E.9 SB 0 P.E. FL P.E.# fi6705 2.784� 1.� .062 O FLANGE FRAME HEAD #4002A, 61183T6 7.749—( 710 .062 O FLANGEFRAMEJAMB 94004, 6063-TS (USED AS RADIUS TOP HEAD) --{IjF�Wt.3�a�z� I�- 082 A n O21 FIXED MEETING RAIL 23 #4054A, 6063HD-T8 69 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 O FLANGE FRAME SILL (LOW) #4003C, 6063-TB 1 062 A90 1--1.451—I T OSASHSTOP #4025.6083-T5 �2.279—+I 7 Ds2 SASH TOP RAIL #4006C, 6963HS-TB I.F. FRAME SEALANT ALONG ENTIRE JOINT ICl Or 47 ' I� 2 �� i I.F. FRAME L/ WELD ALONG 3 Of OL D40 738 I-1.6I 40 II IIII / \��S SEALANT OR GASKET (2) I AT HEAD AND SILL VIEW D-D VIEW E-E (1/1& VIEW HEAD S SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) 17 SASH STOP COVER _ _ FRAME CORNER CONSTRUCTION #9053, 8083-T650 2.326�1� I 1.105 r-- �� .878 1.096���� .062 1•349 41 GLAZING B � 5/16" T #40398, 6063-T5 .osz 1.979 SSASH SIDE RAIL 31 #4005, 6063-T6 226 SASH BOTTOM RAIL (LOW) #4007,6063-T6 OsO '678 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 050 I 1.096--1--�I GLAZING BEAD, 5/16" PRODDCTR6VISPD mmnlNrl"3 wim lfm Florida .6718 42 #4044B, 6063T5 Ruldin®Code 1.096-)----�T (USED W/GRILL KIT) Aa"ym"Ge N'16•0 I 7DZI 6lllim' Gate O GLAZING BEAD 7/16" J_ r Mi i ode cmduu Con ral #4222,6063-T5 1 .683 .050 •I III IIII 7.097 \ ,... .oso---II' GLAZING BEAD, 13/16" IG 46 �:'; s-^';'•," o 1.715—I---�I� #4067,8063-T6 45 GLAZING BEAD, 7/16" 085C, 6083-T6 fir- (USED W/GRILL KIT) �.,_�., (• IL( 6 �11- -U- EXTRUSIONS&FRAME CORNER DETAIL r.O.eoA tsxe ��— .,�.,,. .��.. .. .. ....... ..... .... m„", e, rxe.a NOKonn9,axxla VGfblr Beeee. °iY"1e '�` A. LYNN �(IL�ER, P.E.11 223N7 _ aNlaa {i8/i 7 ✓ 11 4WID40 F FL P.E.#58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.60E 14.603 40.603 46.603 ' 52.503 - 58.603 84.603 76.000 ANCHOR TYPE: m0 Z Zm0 Z Zmo Z Zm0 Z�0 mO Z �O"ONO�O Zm� Z�ZmO Z •Zm� Z mO' Z WINDOW GLASS NOavO�ONO O O O'ONO O U O'ONOp O O O ONO U U U O OC40�0"O U U O NO U O U WIDTH TYPE $ .. C,D,E,F,G, _-._._. _.._.-_._. ..... ._. _.— _1 19.125 H,I,J,KL 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 3 2 2 3 E 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 12 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 if 2 2 2 2 3 2 2 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H•I,J,K,L 1 2 1 1 1 21 21 21 2221 2222222 222 2 22 22232 22223 222E 3322 3 3 ABM ,1 _1 -ij 1 2 1 1 7 2 11211 2 1 2 2 2 1 2 212 2 2 212 il 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 1 2 1 2 222 31 222231 2232E 22232 322 23 3 522 33 343231E 34 3 34 4 32.D00 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB,M -i 1 2 1 2 22 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3j2 3 3 3 4 3 3 4 4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 H,I,J,K,L 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 {\B,M -2J2 1 2 2 2 2 3 1 2 2 3 2L3 2 2 2 3 2 E 2F2 2 3 2 E 2j3 2 3 3 4 2 3 3 3 3 4 3i3 314 313 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2• 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,4J,K,L 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3. 114 3 6 3 3 3 4 4 5 3 3 4 4 ARM2 2 .2. 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 2 2 2 i12,213 2 3 2 2 2 3 2131212125 213 2 3 12 E 2�4 2 3 3 3 3 4 2 3 34 3 5 313 314 4 6 3 E 4r4 PSF 79 ` C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 _2 2 2 44.000 H,(J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5AB,M 2 2 .2 2 2 2 121.3-2- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2j3 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 314 3 6 35 3I4 45 3 4 4 5 PSF 78 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,KL 222222232223342E 33342334342334353E 34853345463455 ABM 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2�2 2 2 2 3 2 2 213 3(4 46 3 3 3�4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 315 313 4 b 416 3I4 6[6 PSF 72 79 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,4J,K,L 2 2 2r2 2 2 2 3 2 2 2T3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3 4 3 5 3 3 414 416 3 4 4 5 416 3 4 5 6 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ABM 2 2 2 2 2 3 2 2 2�3 3 4 2�3 3 4 3 5 3 3 4 5 4 8 3 4 4 5 2 2 N.1M1NMOP1> P.O. BOX 15nW. 'NONaws'Pi3uP4 aNTao I NTS 1 8 a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1- IW ELCO TAPOONS 2-19" ELCO SS4 CRETE-FLEX 3.412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -18 IW MAX. FROM TOP CORNERS JAMBS-17112' MAX. FROM TOP CORNERS 16' MAX. FROM BOTTOM CORNERS 8' MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3, INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN [DIMENSIONS ARE V LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN r AVAILABLE. TABLE KEY: MAX. PSF (DP LGv1ITED) 118 MiODUCTREVISED HEAD 2 um, yaa�xnun nmle. JAMB ABOVE 2 3 Aaewwnm No O .0 owe 21 MTG. RAG. JANB BELOW M.-I nda P-1-1 Tmvd MTG. RNL (FULL DP) inn 11'1 . HEAD 2 '` ;pt1Y .'ykn, JAMB ABOVEtr r0l MTG. RAIL JAMB BELOW MTG. RAIL r V1116 = 1. WINDOWS .. ,_....`.I;v.....�.:.'.. A LVNNT>IIL'CER, P.E. 4040-20 F FL P.E.M 58705 ANCHOR QUANTITIES FOR S1 SUBSTRATE: 29.655 ANCHOR TIDE. ❑ U WINDOW GLASS ' p p WIDTH TYPE 5 O 18.125 A,B,M 1 -. _..._.._. 1 1 1 _... 1 1 1 24.000 PSF 79 C,D,E,F,G, H.1AK,L 1 1 1 1 i 1 1 A,B,M 1 1 1 1 ._ 1 1 1 32.000 PSF 68 7 C,D,E,F,G, H,I,J,K,L 1 1 1 FI _ 1 1 1 A,B,M 1 11111 1 37.000 PSF 59 1 C,D,E,F,G, H,I.J,K,L 1 1 1 1 1Ti 1 A,B,M 1 11111 1 40.000 PSF 54 79 1 C,D,E,F,G, H,I,J,K,L 2 2 1 1 _ 1 1 1 A,B,M 2 2 11111 44.000 PSF 49 79 C,D.E.F.G, H,I,J,K,L 2 2 1 1 1 1 1 A,B,M 2 2 111 1 1 1 48.000 PSF 45 74 1 C,D,E,F,G, HAAK,L 2 2 1 1 1 1 1 A,B,M 2 2 1 F, -IT, 1 53.125 ffiFI m � w. F.K ]Q&AS 1 JJ. 7/1Y47 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLET. WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE 6. SUBSTRATE: 17.125 22.668 28.21 1 33.764 39.290 44.839 50.382 55.825 ANCHOR TYPE: ❑ NgOgmZ S O U'UN3 U ZmOpNZ�Z ❑ o U O UN3 ❑ mOgNZp O 1J'ON3 O Z.00pNz-zqO, ❑ U U UN ❑ O z-zMpONZ-z-OOgNZ�ZmOONZ-Z 0 U U14 ❑ O U U UN$ ❑ O U U UN3 ❑ O U O WINDOW WIDTH GLASS TYPE 19.125 D.E,FJ K,L 1 j 1 2, 2 2 2 2 2 __t...,_1.,1_. 2 2 2 2 2 S2 3 3_ 2 3 3 3 3 24.000 D,E F J K,L 1 ..1._..._... 1 1 t 1 Z i 2.. 1 2 1 _2_. 1 .-2_ 1 2 1 2 7 2 1 3 1 3 1 2 1 3.. 1 _.. 3.. 1 ...2 1 3 1 .3 t ...3 1 3 t 3 1 3 t 4 32000 O,E F,J. K.J. 1 t 1 -�1-�� 1 _1 1 . 2.. 1 ....2 .. 1 ..2 2 .. 3.. 1 .-2 1 ... 3 2 .. _._. 3 . 1.,..1... 3 8 _, 1'.. 3 _I 2 1 3 1 ....._... 4 1 3 t ... _... 4 1 ..__.. 4 __ 1 3 1 4 _ 1 5 1 3 1 _ 5 PSF 79 37.000 D,E,F,J, NL 1 t 1 1 1 i 2 2 1 2 2 3 1 2 2 3 2 9 '1 3 2- 4 2 3 1 3 2 3 2 4 i 3 2 4 2 4 i 4 2 5 2 5 1 4 2 5 PSF 78 79 79 40.000 D,EF,J, K,L 2 -. j... 2 _1..... 2 1 2 2 2_.2 2 3. 2 .3.. 2 3 ..4 2.... _..2_ 3 2 q.....,q_...a -2 2 .. 2 .4.. 2 __4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 8 PSF 79 76 79 ]77 79 78 7944.000 DAFA 2 2 2 2 2 2 2 2 2 2 2 2 4 2 3 2 6 2 4 2 3 2 5 2 b 2 4 2 5 2 5 4 2K,L 6 1 j 1 2 233 3q 44 PSF78 787079 78 78 73 76 48.000 O.E.F,J, K.L 2 2 2 2 2 2 2 2 3 ...9.._. 4 ,2 4 2 2 2 4 2 5 3 5 2 4 2 6 3 5 2 4 2 6 3 e-5 2 . 2 ...6.. t 1 7 2 2 93 4 6 PSF 71 79 B3 71 79 64 74 88 77 69 B9 53.125 D,E,F,J, KX 2 2 2 2 2 2 3 2 2 3 2 3 3 5 2 4 3 5 3 8 2- 5 3 3 8 2 6 3 7 3 6 2 5 3 7 1 1 7 2 2 2 9 3 3 4 4 4 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. I 12776 15.776 1 18.776 21.776 24.776 27.778 1 30.776 31.106 ANCHOR TYPE. o m O NDNO u Ozz u O z 8Ng o m O u zo NU'�N3U'ONSNJ'ON5 U u zp o 5 u oo u OOm o ppQ 55 u zo u Zom o u 0p z NU'ONU 5 U pyeopoom o u u tJNSN tJ19.125 Q p O u pz 8� zWINDOW OWIDTH5 uE22 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 224.000 2 1 1 2 1 2 2 2 2 2. 2 2 2 2 2 2 2 2 3 2 232.000 2 1 2 2 2 2 3 2 2 3 2 3 3- 2 3 3 2 3 4 2 337.000 792 1 2 2 2 2 3 ,2 3 3.2 3 3 .3 3 3 3 4 3 340.000 742' 2 2 2 2 2 3 2 3 3 2' 3 3 3 3 4 3 3 4 3 4 68 76 •' 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 �63 72 79 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 A 4 3 4 5. 3 4 5.- 3 4 73 5B 86 72 53.125 2 2 2 2 2 2 1 3 1 3 1 3 4 3 4 4' 3 4 B 3 4 5 3 5 5 3 5 NBKOMIS,RU274 ...... swm NTS 1 10 . 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4'ELM TAPOONS 2.1/4° ELCO SS4 CRETE-FLEX 3.912SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-18172' MAX. FROM CORNERS JAMBS - V 1/2' MAX. FROM TOP CORNERS 1110 MAX. ABOVE THE MEETING RAIL 6' MAX BELOW MTG. RAIL 15° MAX. FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE B. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 126/8' MIN. TO 38' MAX. 5. TABLE MOTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX PSF IDP LINKED) 112 HEAD 2 JMMABOVE 2 MTG. RAIL FULL DP HEAD 2_ JAMBABOVE ...4 . PRODUCT REVISED MTG. RAIL mcmptnisM+muMas,I4+ OMI4;nB Coo pp�� A�vlw�o Nol '❑ 7D21 ExBim� 0mv TABLE 8. KEY: M4 ,rma�i MAX. PSF JAMBBELOWu V... .r 1..�%"✓^'g MTG. RAIL FULL DP JAMB BELOWB2 MTG. RAIL 6iy1�6 q[ :USTOM VIEW •,, a; „7,,a: .'`�>�. r: ,'"'; �'' A. LYNNIVILL K' P.E. NDOW, IMPACT mavx+ 4040-20 F FL P.E.658705 EXTERIOR INTERIOR NOTES: �LHEADAND 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY SILL WOOD ANCHOR APPROVED I/4' ELCO TAPCONS OR 1W SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 1.3id° MIN. EDGE (SEE -NOTE 2 & 3) ANCHOR TO CONCRETE EDGE IS 13/4°. CONCRETEANCHOR 2x WOODBUCK - 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE#I2 STEEL SCREWS IDS) OR (SEE NOTE 1 8 3)-.. -. - - (SEE NOTE 4) - KSI MIN. EDGE ' S84 CRETE-FLEX i°MIN. 1/4 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE p12 TRIMFN HEADS. 3.35 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE CONCRETE:.- .• 1 3/8' MIN., 1/4° TAPCON TOTAL THICKNESS IS LESS THAN 1 1/7. ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE iii ^� 43(4'MIN., 1/4'CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE - OPTIONALix o WOOD BUCK o M�' '-" 1112"ICKOR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (BEE NOTE 4) �— 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4' MAX. 11d, BOB3T5 AND, A MINIMUM OF I/S°THICK, THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM MAX. SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A NI2 SHEET DETAIL A SHIM DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTOTHE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE . , _ MAYBE USED. AFLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN ' INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 11/4' MIN. 13/B' MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4' MAX. SHIM +I If 1/4" MAX. SHIM -+I 7. MATERIALS, INCLUDING BUM NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT •j O' 13/4'MIN EDGE D 1'MIN EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. CONCRETE ANCHOR, WOOD ANCHOR, Ulf PH BELOW MEETING zt;4 PH BELOW MEETING III RAIL (SEE NOTE 1 S 3) RAIL. (SEE NOTE 2 S 3) ' 3.35 KSI MIN. CONCRETE INTERIOR OR 1.5 KSI MIN. CMU - (ALL JAMB DETAILS) ' EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE - 2x WOOD BUCK n OR CMU SUBSTRATE (SEE NOTE 4) (SEE NOTE 4) �J DETAIL DETAIL ' TYPICAL FLANGED JAMB ANCHORAGE ' 2-112-EMBEDMENT ' 4' WOOD FRAME rttDDUCMIIKVISFlt WOOD FRASHIM SMAX.HIM I ascmmplyiogxilnm FlaHa n�.piw.wt6•Q'/14A6.131"DIA. SS'MIN. EDGE MIN. FapiruuonDn¢?pal *EDMENT x 21/2' NAIL, 2-VrEMAT CORNERS ey.131'DIA. MIN. 15M"MIN. x 21/2°NAIL AND S'O.C.WOOD FRAME AT CORNERS AND5°O.C.EOG4—IMAX. 1/4' O ': a J x21NNAIL, ,.5i":' AT CORNERS J,t' : %Ei V:}''•. .,j ': SHIM AND 5' O.C. -12° EMBEDMENT DETAIL F (HEAD) TYPICAL DETAIL E, (JAMB) DETAIL G, (SILL) - Flo. 63fi INTEGRAL FIN ANCHORAGE ` '! `• • /'"- o..� tmotEOwaocv OBlue N. VENICE, FL31175 rJaxoud.asan� P ANCHORAGE DETAILS �? t / ''"IV " A, "Of ILiIER P.E. FLP.E.058705 "ALUM. SINGLE HUNG WINDOW, IMPACT Vv/db B�mM aw. sK7oo TUTS ...e 11 w 11 4040-ZO F re . aMM7 F.K. VIMS 1 MIAMI•DADE MIAMI-DADS COUNTY Em • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy CGI Windows and Doors, Inc. 10100 NW 25" Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "238" Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ^` �ISE:�FiT., bar- pmeededby the --wards A4iatni Dad® Seunty Florida and followed by the expiration date may be displayed in. advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA414-0903.06 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,.P.E. NOA No.15-0512.16 Expiration Date: October 26, 2018 tills) 15 y •iaPage 1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 01-0918.01 and) 2. Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision J dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(M and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS. 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc., Test Reports Ne HETI08-2143,--HETI-08-3144, II -074797and-41ETI-07-4798,-da+od 06/27/08 and 07/17/08, all signed and sealed by. Candido F. Font, P.E. (Submitted under NOANo. 08-1114.06) Manuel erez; . Product Control Exa ine NOA No. 15-05 . 6 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 238 aluminum casement, project -out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, dated from 10/10/06 to 08/28/07, all signed and sealed by Vinu J. Abraham, P.E. (Submitted underNOA's No. 081114.06) 6. Test reports on: 1) Air Infiltration Test, per SFBC, PA 201-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL- 0080-0303-96, HTL-0080-1107-98, HTL-0080-1127-98, HTL-0080-0606-99, HTL- 0080-1020-99 and HTL-0080-0203-99, dated 03/06/96, 09/08/96, 11/10/98, 12/23/98 and 02/05-15/99, 06/07/99 and 10/28/99, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 01-0918. 01) 7. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by American Test Lab of South Florida, Inc., Test Report No. ATL-1209.01794, dated 02/20/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOANo. 01-0918.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 08105/14, prepared by Al-Farooq Corporation,. signed and sealed by Tavad hmad P—E-49uGmltlP111ntder previous NSA Nn 14-0903-06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel erez, Product Control Exa ine NOA No.15-0 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butaeite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16, 4. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-Vh Edition (2014), and of no financial interest, dated August 6, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 14-0903.06) 2. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07, HTL-0080-0905-06 and HTL-0080-0905-07, issued by Hurricane Test Laboratory, Inc., dated 08/08/08 and 10112/06, all signed and sealed by Vinu J. Abraham, P.E. (Submitted underNOA No. 08-1114.06) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96, HTL-0080- 0303-96, HTL-0080-1107-98, HTL-0080-1127-98, HTL-0080-0606-99 and HTL- 0080-0203-99, issued by Hurricane Test Laboratory, Inc., dated 03106196, 09108/96, 12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall, P.E. (Submitted underNOA No. 01-0918.01) 4. Laboratory compliance letters for Test Report No. ATL-1209.01-94, issued by American Test Lab of South Florida, Inc., dated 02/20/95, signed and sealed by GerardB. Sullivan, P.E. (Submitted underNOA No. 01-0918.01) 5. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc. as well as Duraseat® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. 1. Notice of Acceptance No. 14-0903.06, issued to CGI Windows & Doors for their "Series-238 Aluminum Fixed Window - L.M.I.", approved on 12/24/14 and expiring on 10126/18. Manuel P.E. Product Contro Ex finer NOA No. - 512.16 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-3 YAh WIDTH GENERAL WINDOW SECTIONS FLANGE PFRA_T,EE VENT"m W1Y-2' Z / T o.L oPc. t T A aa ' O So AND AT EACHOSHORFER mo 0 G OZ B 18" O.C. ONO2 SIDES ED' U.C. ON LONGER SIDES I W� } C _________8 C & <o e 00 � II ii II LSENTIN OMAPPLIED FARN S FOR CUSS TYPES ;i i OPTIMAL rn REFER TO - - - - fa o t, SHEETS 4 THRU 6 p a R B IB HAX. id snn N 1 T p J DL. DPD DLL DPG 2 1/E' 3 N M 1' VENT VZDTH VENT VIUM 1' TYPICAL ELEVATION (FUUIGE FLUME) @ O Z Z _ VWDpV VIDTH MDIDOV VlDTH I O1 12 EXTERIOR a MAX. ANCHOR SPACING TO HE AS FOLLOWS ACT a og 1T O.C. ON LONGER SIDES 18' O.C. ON SHORTER SIDES 0 D FOR MUWON/MULTIPLE UNITS, REFER TO S J SEPARATE CCI MULLION N.O.A, e & � X H Oz N °,T35414 lip INSTRUCTIONS: NOTES: THESE WMOOWS ARE RATED FOR LARGE MISSILE IMPACT. o $ d USE CHARTS AS TOLLB REECOMPLY SHURFRS ARE NOT REOUIREO. ^ - S E E OF WFLORIDAORIDA B WG CODE INCLUDING VELOCITY STEP T DETERMINE DESIGN WND LGD REOUINFAftNT BASED HURRICANE ZONE (HWZ). 22 ON WHO VELOCITY, BLOB HDGHT, WIND ZONE WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER USING MPIICABIE ASCE T STMIUMD, LOADS 70 THE STRUCTURE. Opp UVAD MW P' I STEP 2 SEE PWGG ON RED G A iN0.Z D MR ORWN LOAD DIPACDY OF DESIRED CUSS SIZE/IYPE. ANCHORS SHALL BE AS LISTED, SPADED AS SHOWN ON DETERS, ANCHORS cML M PE IRSSZ PRODUCT lihREVISED�i w nJ,vAhdm FlmiG g EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. GAM' Glin, Dupdln STEP 3 USING PORT ON SHEET B SELECT ANCHOR OPTION N S OESIN MiWG YORE ARAM DESIGN LOAD SPECDIED w BTEP f ABOVE. STEP 4 MI WED USE CHSRT N AWw10 eIIt ANCHORING OR LOADING CONWDONS NOT SHOWN IN THESE DETAILS ME NOT PART OF THIS APPROVAL A LOAD OVMDON INCREASE IS USED R DESIGN OF ANCHORS INTO HOOD ONLY. 1 Awsptww NolS^Ob12.1% .N iw ovc �Ea Dy gg S 8 drmving no. DETE SHEETS 10 L It TO NE MATERIALS INCLUDING NOT TO STEEL/META. SCREWS. THAT �g MO H W99— f OM STEP THE LOWEST VALUE MLO SULTRI FROM SEEPS 2, 3 AND 4 CO R DIED COME UNTO CONTACT WITH OTHER MATERIALS SMALL MF2T THE WITH '�� SMALL MPLY To ENTIRE SYSTEM. E TIRE SST BLDG. RFAUIREMENIS OF THE FLORIDA BLDG. CODE. ODE sheet 1 of 11 I N9NOOw w101N Ia V VENT wm mV-1 112• Z GENERAL WINDOW SECTIONS 1y°r fi f z. p 8 :5 pp I F 'dw EQUAL LEG FRAME d' NNE ILL A CORNERS ��.$ p Dqs IA O p a AT FACH END AND 11 t G 2 D 1a' O.C. ON SHORTER siom 20 O.C. ON LONGMGMSIDESIDES u N 'i II ICy; LL ° °� rl_ II r/III LLz OU `pQj' g tryZiZ ;;ii �� Jj b a t II 11 '$Q SOLSE NJNTINS 3 b II II OPLSE INS I' I. �TIR.'AL __ qq w R 0 IZ IZ p e B 18'ENIL TYPICAL ELEVATION q (EOVAI LLG FRAME) 3r0 n c)o 1 7 J M. DFc FOR CLASS TYPES, DE. m° 2 v2• 2 REFER TO MAX. ANCHOR -SPACING TO BE AS FOLLOWS /d• VENT VIDTH SHEETS 4 THRU 6 V2NT WIDTH Ad. 17' O.C. ON LONGER SIDES V 18' O.C. ON SHORTFR SIDES VINRDV VIDTH VIN➢LN WON O EXTERIOR `o_ B 0, y t t§ o �:URae 6 Foe.: BE to. ue f y R X�l_ ,T $ J S 2 F+,s�.ucAo wD CFR°DDETRBVISRD MCANi M593 uanmTa. i5 4 a 3 O nwjdP,N2Jw1 OWldiny Cbde� Aae=No lS 12 t6 MIM Dvc �f8 8 8 9 E b � fry 2015 My ���. f drawing no. IA i W99-10 cheat 2 0! 11 A11. FRAME AND VENT OMENS TO BE SEMFL WITH GE SRRRUF M MUM. 1-o DONNER KEY ,062 THICK ALUMINUM FIANCE FRAME EQUAL LEG FRAME -H PAR] / I QUA DSSCRIPYION MNE6 MANP./SUPPllWI/Et8MAB85 1 W-m 4 FIANCE rMUE W63-T6 INDmUEK OR MUM. IA CCU-SB] 4 Mm NA 111Al2 ww-u IMME% OR EVUN. 2 WG M 4 VDIT (5/1V LAY GL\$5) GOU-W INDIIDI OR MUM. m 01i 4 VEM 0HWL WI. GD55) WO -TB INDAIEK OR WUN. 20 OMDLO 4 VEM (7/1e IAM. GL ) WW-W MDAIEX OR MEN. 0 W-373 4 OGEE Q ING BEAD 6OW-T6 DIMNEX OR MUM ]A CGI-366 4 SQUARE GUIRIG BEM GOO-16 DAAMY OR EQUIV. 4 4 .OW iHIQ( CORNER KEY AWNINUM - 8 e .OW WN CORNER KEY SE. ME. - 6 AP-426 AS REQ0. ER4ME WEATHERSTRPPWG UEIPAEAB/SCNLEGEL 7 0200 x19D AS REM VEM AND _ SONIEGEL Q-LON B - AS Nn5n VFM SCREWS O 20' O.C. LONGER DOES. 1W MC. MOM EIME9 - /10 X 1' SS Sits COmEER RNME AND YEM AAEMOLY SCREWS /t0 X I-1/4' u SMS 10 - 2/ WE SETWO BIOCKS EPDE DURONf7FR n4±5 SHOE A smo VENT (5/16" LAM. VENT (INSUL LAM. GLASS) VENT (7/16- LAM. 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